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HomeMy WebLinkAboutC-1096(C) - Improvements of Jamboree Road from Ford Road to Palisades RoadOFFICE OF COUNTY SURVEYOR AND ROAD COMMISSIONER I ALM REPORT PREPARATION: SUBMITTED BTs SUBMITTED TO: PILE TEST RESULTS AT THE JAIL& ROAD BRIDES ACROSS SAN DISCO CIM A.N. ?.P. 346 Jane 4. 1968 C. Hellos H. J. Krim, Materials RWnear J. T. Devlin, Direw%or of Public Yorks. City of Newport Beach I I ' I. GENERAb This report has been prepared to present the results of a pile ' test conducted on the piling for the Jamboree Road Bridge at the San Diego Creek, in the City of Newport Beas€i, ".F.P. 346. Two testing ' periods were required in order to complete a satisfactory lead test. ' The test group was driven on February 28 and February 29, 19689 and consisted of three 18 -lick diameter, octagonal prestressed concrete ' pile. These pile exceed the State of California Division of Highways minimum dimension standards for Class I, 45-toa bearing capacity pile. ' II. DRIVING DATA, TIP NLNVATIOL & DRIVING FORHOLA ' A. Drivine Data The test group was driven with a Vulcan 0, single acting hammer, ' with an energy rating of 249375 feete-pauads, developed from a 79500 pound ran free falling 39 inches. Two air compressors provided tenergy to operate the hammer at a rate of 50 to 55 blows per minute. ' Be Tip Elevation Driven tip elevation data was obtained from the City of Newport ' Beach construction inspector. The tip elevation for the test pU* was slovatios 35.50 feet. C. Driving Formula The dynamic driving formula used by the City to determine approximate pile bearing capacity was a modified version of the Engineering News Formula. (P = 2DL in lieu of P = 2NL ) where% T o.2 r".1 P = Safe load is pounds V = weight of hammer in pounds L = Length of stroke for ran is feet S = Sink or penetration per blow in inches III. PILE TEST The first period of testing began at 8:00 P.H., February 29, 1968, after the pile driving contractor had completed straightening the final ' pile in the test group. The cyclic test lead was applied in 15-ton increments and settlement mud rebound determined at 159 309 and 45 tons. Uhile applying the presssre obtain the 60..ton lead, the anchor ' piles began to wiihdrav from the soil and loading vas discontinued. ' County personnel eondvetiag the lead test recommended that the void in the soil surrounding the test pile group be backfilled with material ' available at the site, before attempting to retest. The void resulted from the contractor's jetting operation while ' straightening the piling in the test group. Oa March S. 1968, the test group was resented with the Pul an 0 hammer. Additional penetration obtained on the anchor piling was ' approximately one inch. The void. was then backfilled to the original ground surface elevatisa. The seeoad test period began at 9s30 A.M., March 119 1968- ' The test lead was applied in 5 -ton increments with a thirty minute delay before the next lead was applied. Settlement of the test pile 'was recorded for each increment (5, 10, 15, Z0, etc.) up to the k54om leading. The 45-ton test load was maintained for a period of 19 hours. A.M., March 12, Additional loading of the test pile began at 7830 ■ 1968, and progressed in 5-ton increments with a delay between load applications of a minimum of 30 minutes. Settlement was again recorded to each 5 -ton loading increment. The double design load of 90 tons was obtained at 18®0 P.M., March 12. The 90 -ton load was maintained for 20 boars, then ualoaded, and rebound of the test pile was measured. Standard cyclic loading of the test pile in 15-ton increments was than conducted up to the 90.tsa increment without withdrawing the anchor piles. Settlement readings for the tost pile (uncorrected for temperature) are plottei om attached Exhibit "A." Allowable limits of settlement (0.45" under load and 0.25" permanent settlement) were not exceeded. 11 I, 1! 1 I 'ode SS qS WA. Co+,+P¢6SSOR. Location of Test Pile ORANGE COUNTY ROAD DEPT. g MATERIALS LABORATORY PILE LOAD TEST DATA wm � r 19 1 joc.,-r " Ass X - C z.. •1:1P Diameter /S " Butt Diameter Tip 'Elevation Cuff Bridge -2 -Z8 -68 UG LC Tested �•- 2 + "68 Tested 6.c. 2%.>- �Wrw � Nearest Boring F "oSPM, ✓E7TEO P[oT VOCE .- �j E'o ✓c ace Tots 7J 6' 3'•-o��e r -o.e 4o mnlf. wa.L6 .f'E 7T+J 6 90TN SiOLCf Or AGE y. /1 J�r1j Deflection Deflection Time of Hydraulic Load in under load after rebound Date Readin* Precc>>Irp ' nne __u- -�9 -68 F "oSPM, y. /1 J�r1j ? ) D C)2S *L44- OD =-O 7 /./ . 009 to q.a. n �,>> .z3� :� And Zoo �j0 2,S- Remarks: "/f 1 ' S;a„�o ORANGE COUNTY ROAD DEPT. g MATERIALS LABORATORY 'µale SS-- 45 91". ca) Co +P�6S�R PILE LOAD TEST DATA r i 'Location of Bridcre Test Pile -t3c„T '' 3 Name �4M oeeE RD Type o '— Bridge Pile CiAss T — CCTAGOiJi-I. . 'pek, -CAST. Number ' Pile Date Number Na t. -W�ETwctE:o No 2.. A• ao 3 Driven -2-8 - r. d Tip ENR 'Diameter /6 " Bearing Butt Date Diameter Tested �•� 2r+ 68 lip Tested ' Elevation B d. Cuto Type of � Elevation Hammer - VO Co , n 7coo lb( ?) . 'Location or Nearest Boring '✓f9TE� P.0 OT VOCE .- TSB . :' _--- "'�JQo ✓r a•ce �o -.36' S,-e��m .- -o.e ga ....+�. w.i.�a J•E 77i,_+6 13o7N SOEI of ALE Deflection Deflection j Time of Hydraulic Load in under load after rebound Date Readina Pressure Tons n i ' h �- � -y' -68 � �r•oS�M, O O O O ' ces i inches 17 C Co 7 ORANGE COUNTY ROAD DEPT. ,f MATERIALS LABORATORY qS V.SJ, co e,26&5A-1M Location of Test Pile Yv--D-e--oT' c,-L&--I -r - Pile Numb PILE LOAD TEST DATA T. rldf Bridge Name Number .;.2 - -Z& r. a Diameter iBJ, Bearing Butt Date Diameter k5 % Y--O Tested Tip TesteZI Elevation By b'C' rz,,� Cutorr Type ot AaRwmz=mzw Elevation Hammer -V,$LCAk) 41 c) Nearest Borin ✓C 7 TCO Pear "e(Ice 3c) D 3 Deflection Deflection Time of Hydraulic Load in under load after rebound Date Reading Pressure Tons inches inches Remarks: 1 (Rev. -/El D 3 C, -j;,, 7 OV3 7 ID IL 7 1 -2- 0 0 Remarks: 1 (Rev. -/El fi5-- QS C& Co+.+PesSSOft Location of Test Pile of e Of ORANGE COUNTY ROAD DEPT. w MATERIALS LABORATORY PILE LOAD TEST DATA T ld i Bride -2 -28-68 'Diameter iS Bearin Butt Date Diameter Tested Ti � T.... f-^ 0, r-, r.?- %-> - C Nearest Borin - 7Sco ^/4777Eo Pe o?- VOCE ... TS' i�'o ✓E Fy[E d c� $-- 2 �"7 r ../'E TT'a 6 907H SiOEP O;-= PiG6 Deflection Deflection Time of Hydraulic Load in under load after rebound Date Readinn PYP_RSllrA TOTS inches inches Remarks: JI -ufl 0 5 p , M d c� $-- 2 �"7 r 9- pm .0F3 7 '2 oc z j D A Al ZS •0Z1 2 :. 7 �;,�ses n Isr� z�'L •,oZS Remarks: JI -ufl N N 1 1 ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD.TEST DATA W*S7 4� Location of Test Pile s�zn tirtr*�3 Bridge Name Type of Pile 42W-v o0'%46c.✓4C Bridge No. Pile No. -W;-r Date •Brtven .3 -� -�B Tip Diameter 'ENR Bearing Butt Diameter Date Tested Tip Elevation - 3, > Tested by O.C•den Cutoff Elevation Type of Hammer I/e,4e4 J Q Location of nearest boring Remarks: /A/Sep 77WIC- .qz. .57 /.6 /.34 x,58 z.0 2.OB Deflection Deflection Hydraulic Load in Time of under load after rebound Date Pressure Tons Reading inches inches 7 X37 . ✓ _ Zoo 34/ .60 4e '� ✓ �. 9: �{O 31-s .00h ✓ ('00 / 3`S 3'7fi ,033 ✓ o00 �a //:00 — — ✓ ✓ ✓ .379 . a�F ✓ /000� �S il'• 36 ✓ ✓ ✓ ll. 35- .05/ Remarks: /A/Sep 77WIC- .qz. .57 /.6 /.34 x,58 z.0 2.OB ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile, Bridge Name Type of Pile Bridge No. Pile No. Date Driven Tip Diameter ENR Bearing Butt Diameter Date.Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring Date Hydraulic Pressure Load in Tons Time of Reading Deflection under load inches Deflection after rebound inches 8 -11-68 /coo Sheet b(,2, of �z7,O�90 q2 9 .092 ✓ c i v / 'L ; a 4 441-3 • /0G ✓ /Goo �z0 ✓ / S 1{3-3 . ✓ ✓ ✓ /.' Z qt� (, .119 Remarks: Sheet No. of ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile .Bridge Name. Type of Pile Bridge No. Pile No'. Date Driven Tip Diameter ENR Bearing Butt Diameter Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring ; iS Date Hydraulic Pressure Load in Tons me of din Deflection under load inches Deflection after rebound inches Fee ; iS 149 13Z ✓ ✓ %,' yD q7`% .131 ,� :� :�:.rs X88 •lsl 155 ✓ v `� U `° . 16! � ✓ v � ;Ga ,SUS ,168 S�4 197 s24 •r87 Remarks: 400 4.06 q.,5o q.7S 4 -9z x,17; 5,sn � X00 (o.SU 7�SD. Sheet No. 4 of _ 3 ORANGE COUNTY HIGHWAY DEPT. — .MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile Bridge Name Load in Tons Type of Pile Bridge No. Deflection after rebound inches Pile No. Date Driven �. T Tip Diameter ENR Bearing Butt Diameter Date Tested Tip Elevation Tested by / Cutoff Elevation Type of Hammer Location of nearest boring Date Hydraulic Pressure Load in Tons Time of Readinq Deflection under load inches Deflection after rebound inches ✓ � ✓ 4 w ' ..I �n <l a �� l �o L ;/ ✓ ✓ //, ao 487 t 5b ✓ ✓ ✓ /; 30 6L T7 •l'i ✓ / ✓ a.'3D 47� .JryS Remarks: J6. O /7,0 Sheet No. it of j, ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile Bridge Name Type of Pile Bridge No. Pile No. Date Driven Tip Diameter ENR Bearing Butt Diameter Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring Date Hydraulic Pressure Load in Tons Time of Readin Deflection under load inches Deflection after rebound inches 3-l&Q Il l � ✓ ✓ 3v nz q zl.o , Io7 3.,s t�4 i ,los 2 .vs ✓ ' �: 3S ✓ ?7 „og ✓ ��oa 5� 4S — z .ZS ./ ✓ ✓ 9:00 . �5:i , 118 23. SO Remarks: Sheet No. '� of �3 ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile Bridge Name Type of Pile Bridge No. ' Pile No. Date Driven Tip Diameter ENR Bearing ' Butt Diameter Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer ' Location of nearest boring 5�6S,i �8 Date Hydraulic Pressure Load in Tons Time of Readinq Deflection under load inches Deflection after rebound inches 5�6S,i �8 / ✓ ✓ i:30 Jy7/.134 oo '✓ ��o0 6 S iO:oo _� ✓ ✓ ✓ —eoo 70 /o.'aa —3s.6o ✓ ✓ id .' 3s •564 ,ro 1S,6 Z ✓ ✓ ✓ i O.' SD r J74 ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile Bridge Name Type of Pile Bridge No. Pile No. Date Driven Tip Diameter ENR Bearing Butt Diameter Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring Date Hydraulic Pressure Load in Tons Time of Readinq Deflection under load inches Deflection after rebound inches ✓ 3oao ✓ Z7 .190 3-200 6o / /.S — — 1 S ooP'r/ Jam/ ,22� 2.6.50 /Z:iS S7z ,235 2(. z 3 - s . 58,o , "zp) 7 7, o � 7. 5-0 .271 7 Remarks: Sheet No. , 7 of ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile Bridge Name Type of Pile Bridge No. Pile No. Date Driven Tip Diameter �.ENR Bearing Butt Diameter Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring 20 Date Hydraulic Pressure Load in Tons Time of Reading Deflection under load inches Deflection after rebound inches v v 20 (o Z0 2 '� ✓ 3:9-0 C.5 � •3i J ✓ '� � d"' /S� � � n,yci Remarks: L, r �� b3 29.E Z 9- 25 z S.7 S 3 0, Zs 3o.7s 3/• Zs 3/.7< az•2: Sheet No. of �> ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile Bridge Name Type of Pile Bridge No. Pile No. Date Driven Tip Diameter ENR Bearing Butt Diameter Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring Reading Remarks: Sheet No. of Deflection Deflection Hydraulic Load in Time of under load after rebound Date Pressure Tons Reading inches inches 3 3('00 90 G : i.t , &" C ,r. °i,. 3-" f-/ 1 s4/ / e. r Remarks: Sheet No. of I ORANGE COUNTY HIGHWAY -DEPT. _ MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile Bridge Name Type of Pile Bridge No. Pile No. Date Driven Tip Diameter ENR Bearing Butt Diameter Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring Reading Remarks: Sheet No. I FO of _ Deflection Deflection Hydraulic Load in Time of under load after rebound Date Pressure Tons Reading inches inches I i1 it , co •277 n /r Z�b !1 !/ j, C'C? S C Cr C7 S. 3P ll II Remarks: Sheet No. I FO of _ ORANdE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile Bridge Name Type of Pile Bridge No. Pile No. Date Driven Tip Diameter ENR Bearing Butt Diameter Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring of:OO Date Hydraulic Pressure Load in Tons Time of Reading Deflection under load inches Deflection after rebound inches % of:OO J %�•l` • . ✓ �Jroo `I'G `% ' � � SrA,e.- uN � o o,No• ,✓ l &,go t�(L) I; qb 5 -Z ,�'6 0 2 0 1.�5 /95 •5 ° 3L `� c5 o y sa X90 ,is -160 �/ ✓ /0. Remarks: Sheet No. // of �T� ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY - PILE LOAD TEST DATA Location of Test Pile Bridge Name Type of Pile Bridge No. Pile No. Hate Driven Tip Diameter ENR Bearing Butt Diameter. Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring %iG .6F* e.. ✓.;.•.;o,.:G . Date Hydraulic Pressure Load in Tons Time of Readinq Deflection under load inches Deflection after rebound inches —a - — a — = / /G)" 3'L 518 ,/s Sip 4S /o: 3 53G> ga ✓ /o; �o ' , - /9i . /Sy v' L i Remarks: Sheet No. % of L,77. y�, 4z I ORANGE COUNTY HIGHWAY DEPT. - MATERIALS LABORATORY PILE LOAD TEST DATA Location of Test Pile Bridge Name Type of Pile Bridge,,.No. Pile No. Date Driven Tip Diameter ENR Bearing Butt Diameter Date Tested Tip Elevation Tested by Cutoff Elevation Type of Hammer Location of nearest boring Date Hydraulic Pressure Load in Tons Time of Readinq Deflection under load inches Deflection after rebound inches +� '15) o 0 50 Remarks: Sheet No. !?, of 47- e�� �f9�G61 4i5, 7,5j1 S6.aO 50.08 C- 1096(C) See Contract File for Exhibit A Pile Test 'aAy ci�y l.fso / AtIt f/.9ry/fI L)ICUr 14 o / ©F� D15, mo /49 00 1 > I lgolle/ $Ry `08? g g1 `Y d dhl 0 0* $2,1 00 0 0," gi.9 gn•6 1q,q N zoo 233 2 210 270 273 300 j a��tic lii, .��.lp�0e C2o i - 11,0 $1 6 g.1,8 67� 85,0 B44' 6Nb 1+0 X0.3 lig 73 7? 95' /Oe !z5 /47 zoo 2o5 z/2 25o Too ' N 1oO p\.1 01•.1 j&,O lq,lo .j0.5 17.6 12: ttt: -.I&— F-1- ILL t� ffr& 6.(, 73 77 /04 /B/ Z// 250 X00 N '�.l xek'7' I°K", 011,2 gg.0 dG.l 100 66 73 77 /07 /B/ /96 L/o ZS"o 300 ,03� 101'6 lal.LP a °.5 RO 1111,6 g6.� 19.9 $I,3 007 00 "1 ISL —4-7t: s '�_ *0, 4- 3_ sr*8 .�4 .c — 4V 73 77 /J'1�' //O 132 189 /97 2OO 2/S 250 300 10� � I10, 0k IID q y qa'2 95' 1 g3.a' 113 � 8Z.1 .i ?• 1 7�4 7&'4 19.7 +v: a- 66 +!+ /c — T G6 13 77 !09 130 /52 /67 195 z/4 Z3 Z53 300 oe.0 IDO i13� �13� 119.1 19,1' qB'S 8q,v g9'0 8011 90 'M"l 711.6 v7.8 75.7 7 77 /06 i z 5 Mo 1g, 7 /9s 2z/ 2t q- ZAL 7--56 241 3�� p ga.4- #Cl BS,B �o a ill. 1oO p\.1 01•.1 j&,O lq,lo .j0.5 17.6 12: ttt: -.I&— F-1- ILL t� ffr& 6.(, 73 77 /04 /B/ Z// 250 X00 N '�.l xek'7' I°K", 011,2 gg.0 dG.l 100 66 73 77 /07 /B/ /96 L/o ZS"o 300 ,03� 101'6 lal.LP a °.5 RO 1111,6 g6.� 19.9 $I,3 007 00 "1 ISL —4-7t: s '�_ *0, 4- 3_ sr*8 .�4 .c — 4V 73 77 /J'1�' //O 132 189 /97 2OO 2/S 250 300 10� � I10, 0k IID q y qa'2 95' 1 g3.a' 113 � 8Z.1 .i ?• 1 7�4 7&'4 19.7 +v: a- 66 +!+ /c — T G6 13 77 !09 130 /52 /67 195 z/4 Z3 Z53 300 oe.0 IDO i13� �13� 119.1 19,1' qB'S 8q,v g9'0 8011 90 'M"l 711.6 v7.8 75.7 7 77 /06 i z 5 Mo 1g, 7 /9s 2z/ 2t q- ZAL 7--56 241 3�� p ga.4- #Cl BS,B �o a ill. ,03� 101'6 lal.LP a °.5 RO 1111,6 g6.� 19.9 $I,3 007 00 "1 ISL —4-7t: s '�_ *0, 4- 3_ sr*8 .�4 .c — 4V 73 77 /J'1�' //O 132 189 /97 2OO 2/S 250 300 10� � I10, 0k IID q y qa'2 95' 1 g3.a' 113 � 8Z.1 .i ?• 1 7�4 7&'4 19.7 +v: a- 66 +!+ /c — T G6 13 77 !09 130 /52 /67 195 z/4 Z3 Z53 300 oe.0 IDO i13� �13� 119.1 19,1' qB'S 8q,v g9'0 8011 90 'M"l 711.6 v7.8 75.7 7 77 /06 i z 5 Mo 1g, 7 /9s 2z/ 2t q- ZAL 7--56 241 3�� p ga.4- #Cl BS,B �o a ill. 10� � I10, 0k IID q y qa'2 95' 1 g3.a' 113 � 8Z.1 .i ?• 1 7�4 7&'4 19.7 +v: a- 66 +!+ /c — T G6 13 77 !09 130 /52 /67 195 z/4 Z3 Z53 300 oe.0 IDO i13� �13� 119.1 19,1' qB'S 8q,v g9'0 8011 90 'M"l 711.6 v7.8 75.7 7 77 /06 i z 5 Mo 1g, 7 /9s 2z/ 2t q- ZAL 7--56 241 3�� p ga.4- #Cl BS,B �o a ill. ORA� COUNTY FLOOD CONTROL DI' CT I N S P E C T I O N A S S I G N M E N T To J. D. Brunner Construction Division Facility No. F05 Date Assigned 10 -10 -67 Termination Date None This is to assign - Permit No. - Agreement No.MS67 -F05 -300 for inspection in accordance with the approved plans and speciticat ion s he ith. P RMI v /ERMITTEE City of Newport Beach FACILITY AND LOCATION San Diego Creek Channel @ Jamboree Road DESCRIPTION OF PROPOSAL Widening of Jamboree Road bridge per attached plans (3 copies) and agreement. REMARKS_ This agreement becomes null and void if contract has not been awarded by April 1. 1968. Upon completion of the permitted work in accordance with the plans, speci- fications and special provisions, the "AS BUILT" plans and completion report should promptly be returned to the office of the Planning Division. —Planning Division Engineer Cont Phone: Remarks 0 M P L E T I 0 N �// �, The permitted work was completed manner and the "AS BUILT" plans F0001 -169.2 7 Inspector Surety Responsibility_ of y Liability Ins. it if in a satisfactory the district's files. Signed : Inspector Division Head i A. S. KOCH 1 ROAD COMMISSIONER AND COUNTY SURVEYOR L MCCO R. V. WIS ASST. ROAD COMMISSIONER E ONER DEPUTY COUNTY SE EYOP `' AND SURVEYOR l O i O ON B. V gILE W. L. AL EN 1 1 DIVISION ENGINEER - OPEfl ATI0N5 REFUSE OI SPO S PL ENGINEER M. 1. STORM DONIS BARRETT �RA N G E DIVISION ENGINEER - ENGINEERING BUSINESS MANAGER O TELEPHONE: 547 -0547 AREA CODE 714 ROAD DEPARTMENT ENGINEERING BUILDING 400 WEST 8TH STREET SANTA ANA, CALIFORNIA 92701 June 7, 1968 Mr. J. T. Devlin Director of Public Works City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California Dear Mr. Devlin: Attached are the pile test results for the Jamboree Road Bridge across the San Diego Creek, A.H.F.P. 346. This report contains the data obtained from the tests performed on the foundation pile prior to construction. In previous conversations with Mr. H. Cook of your department, settlement and piezometer records of the embankment construction were offered to our Materials Section. A copy of this data is requested for possible use in future projects east of Jamboree Road. WLZ:HJK:bt attach. Very truly yours, A. S. KOCH Road Commissioner and County Surveyor BY:Z C. Z W. L. ZkUN Division Engineer—Operations RECEIVED JUN 13 1968 PUBLIC W0',X 6 DO, ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS PROJECT: t i 7- tlF -Me Pir-,9 em - 4#FP' 39� LOCATION: cl Ama,7e;EE AelyeE USE:E,A.?i +.. / -1 DATE CAST: 6- %�- �+ AGE WHEN TESTED: TEST NO. 6�- 769 STRENGTH PSI:— 2d,30 REMARKS: PHONE: 534 - AREA CODE F 901 -111 ORANGE COUNTY ROAD DEPARTMENT Materials Testing laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS PROJ=: C—, -rx 0, ' /YEWPO ;-- ,� �+cy -A/YiP 34� LOCATION: `T✓Q/AL3iy /.'EE '61elpcy- USE: kx;,Ls DATE CAST: 495-//-di �f AGE WHEN TESTED: ?ours TEST NO. STRENGTH PSI:----- REMARKS: -26,77, PHONE: 834- 3488 AREA CODE 714 H. J. VjZAN r zaaiz Materials Engineer .ORANGE COUNTY ROAD DEPARTMENT Materials Testing �; akw ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS PROJECT: LOCATION: J 9nGo Ee PD L�iRro�E _ USE: KAILiNC DATE AGE WHEN TESTED: e,°Y3 TEST STRENGTH REMARKS: PHONE: 834 -3485 AREA CODE 714 . -7 KRIZAN r aoiii: aterials Engineer ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS PROJECT: C,rY Or NEwvoRr B4l9eH -ANFP 34v LOCATION: TAH USE: RA; 4i At DATE AGE WHEN TESTED; % PAY.s TEST STRENGTH REMARKS: PHONE: 834 -3485 AREA CODE 714 H- J' M1ZAN F 301 -112 Materials Engineer I0 • • OPRELIMINARY TESTS P IOR TO AWARD OF CONT� OPOTENTIAL SOURCES D AFTER AWARD OF CON ACT CONTROL TESTS ON ® MATERIALS ACTUALLY ENTERING INTO WORKS O SPECIAL TESTS ROAD NO. RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTIO AGENCY: C/T-Y OF A SAMPLE OF c4A= rR s co LIMITS OF SAMPLE LOCH. OF SOURCE COUNTY OF ORANGE ROAD DEPT. ' Maferial Tasfing Section REPORT OF TESTS ON P.C.C. / q N/9 N SIZE: i PROJECT NAME TA, OUTSIDE Cff AGENCY •wyoar B�sa SAMPLE FROM CONTRACTOR MAINTENANCE TEST NO. AO -7,45?, 790 7,?/ FIELD NO. a IM.0.m P.O. trw Na a9 FED. NO. DATE REPTD. ' - / ,f -6W SUB'D PERMITS DATE SAMPLED 4-E2-449 BY 7-/N6LEY TITLE 1•"V", RECEIVED FOR USE IN p paL.s �//_� , r . 1: PUBLIC WORKS bur td. RESIDENT ENGINEER (CITY ENGR.) F- 9011 -45.1 ❑ BILLING WILL BE MADE AT END OF MONTH �T nMATERIALS ENGINEER BY V CONCRETE & MIX DESIGN a�����miFZsnr�rr�ssv r , r . 1: PUBLIC WORKS bur td. RESIDENT ENGINEER (CITY ENGR.) F- 9011 -45.1 ❑ BILLING WILL BE MADE AT END OF MONTH �T nMATERIALS ENGINEER BY V CONCRETE & MIX DESIGN I[ � 1• COUNTY OF ORANGE ROAD DEPT. Martial Thing Sadion REPORT OF TESTS P. C. C. u u :LASS: A SIZE: IF CONTRACT. USE CONTRACT ITEI PROJECT NAME JA.0 goga TEST NO. ICR- 7-72 -T. / 9T FIELD NO. p FED. NO. DATE REPTD. .y6/,�'�/ CONTRACTOR OUTSIDE MAINTENANCE AGENCY Co W FWibXT L'iLni�9CN RCTH SAMPLE FROM SU PERMITS DATE SAMPLED FOR USE IN ■ OPRELIMINARY TESTS P R ._ TO AWARD OF CONTR • O POTENTIAL SOURCE SA D AFTER AWARD OF CON ACT TESTS ON ®CONTROL MATERIALS ACTUALLY ENTERING INTO WORKS O SPECIAL TESTS ROAD NO. CEMENT CONTENT RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTIOI AGENCY: CITY OF / SAMPLE OF LIMITS OF SAMPLE I[ � 1• COUNTY OF ORANGE ROAD DEPT. Martial Thing Sadion REPORT OF TESTS P. C. C. u u :LASS: A SIZE: IF CONTRACT. USE CONTRACT ITEI PROJECT NAME JA.0 goga TEST NO. ICR- 7-72 -T. / 9T FIELD NO. p FED. NO. DATE REPTD. .y6/,�'�/ CONTRACTOR OUTSIDE MAINTENANCE AGENCY Co W FWibXT L'iLni�9CN RCTH SAMPLE FROM SU PERMITS DATE SAMPLED FOR USE IN ■ ._ OMPRESS10N TEST CEMENT CONTENT M®®®® RESIDENT ENGINEER (CITY ENGR.) P- 3011 -aen ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER =?' CONCRETE & MIX DESIGN O PRELIMINARY TESTS PR��J���OOOOOOR COUNTY OF ORANGE TO AWARD OF CONTR COMPRESSION TEST OPOTENTIAL SOURCE SA ROAD DEPT. D Materiel Testing SeEiion TEST NO. AFTER AWARD OF ACT R E P O R T OF T E S T S O N FIELD NO. I CONTROL TESTS ON ® MATERIALS ACTUALLY P. C . C . I f ENTERING INTO WORKS O . SPECIAL TESTS CLASS: ~A N SIZE: ) s FED. NO. DATE REPTD. IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME. RESIDENT ENGINEER (INSPECTOR)w, CONTRACTOR ©vim ' SEND REPORT TO: CONSTRUCTION OUTSIDE 1NTENANCE SU B'DE PERMITS AGENCY: _ C. rr AGENCY �=g�' oc Nt=wvoas' [3FACN SAMPLE OF ELASS ''A C ®NtR 678 SAMPLE FROM LIMITS OF SAMPLE i LOCA. OF SOURCE D �s MANUFACTURER I LOCATION ri ff4c y EPRESENTED DATE SAMPLED G'��+- L�TJ BY 'T.4 TITLE SNSP. RECEIVED 6- /2-1;'6F FOR USE IN emLt NC I0 • ■ COMPRESSION TEST a����mmir�r�ms ©vim M®®®® BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER By 7/Yl RESIDENT ENGINEER (CITY ENGR.) F'HOtL °'I CONCRETE & MIX DESIGN J ,0 El �0 O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CID ROAD DEPT. d O AFPOTENIAL D OF CONTIGCT Material Tos}ing Section 9 TEST NO. %6/ CONTROL TESTS ON 2 REPORT OF TESTS ON FIELD NO. ®. MATERIALS ACTUAL4Y P. C. C. WK. 'Z.r_.++o. .3 ENTERING INTO WORKS -- FED. NO. ;..0. SPECIAL TESTS CUSS: SIZE: I Z DATE REPTD. IF CONTRACT. USE CONTRACT ITEM ROAD NO. '?��. PROJECT Nw1 y, A/7BOREE awl L6 RESIDENT ENGINEER (INSPECTOR) aRnr CONTRACTOR SEND REPORT TO: _ CONSTRUCTION OUTSIDE ® MAINTENANCE L SUB'D o PERMITS AGENCY: AGENCY CI Tr OF A/zmo bx-r ' g &AGH � - SAMPLE OF t.p,ss CIA~ Lo AfL aarP SAMPLE FROM LIMITS OF SAMPLE LOCH. OF SOURCE CO - eS =kOR i LOCATION k/w& C )4 EPRESENTED DATESAMPLED': 6 IG -6B BY % /N4'L m TITLE Xmvpl RECEIVED 4g; - /2 -(B FOR USE IN - QR16IN e ■ COMPRESSION TEST MENEM p BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER BY 7 RESIDENT ENGINEER (CITY ENGR.) F-301 1-45.1 CONCRETE III MIX DESIGN O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARA OF CONTR ROAD DEPT. POT T . I O EN IAL SOUR N CE SA D MEfeal Taa/lnq Section V AFTER AWARD OF COt ACT REPORT OF TESTS ON CONTROL TESTS ON MATERIALS ACTUALkY P. C. C. ENTERING INTO WORKS O PJ SPECIAL. TESTS CUSS: " ' N " SIZE: % IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME J�yapREE RESIDENT ENGINEER (INSPECTOR) /AI Gs ArY CONTRACTOR SEND�PORT TO: CONSTRUCTION OUTSIDE R MAINTENANCE F1 11 • SAMPLE OF CL i►SY 'Y A" CONGit Ar (&SAMPLE FROM TEST NO. 68– ;7I -T 96�� FIELD NO. IM.O.w P.O. Nw FED. NO. DATE REPTD. PA,v SUB'Dn PERMITS rl DATE SAMPLED FOR USE IN ■ DESIGN OF mix M®®®® RECEIVED JUL 181968 PUBLIC W9 T`NSRa \ RESIDENT I E P- soil -ae.i ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER �Wl –6 CONCRETE & MIX DESIGN ORANGE COU TY ROAD DEPP R T Materials esting Laboratory ADVANCE REl�l OF COMPRESSIVE ST ENGTH OF COIFETE CYLINDERS PROJECT: C r1 o Ir NaW /'C RT 64ACH - AHFP # 346 LOCATION: J,vnea,e EE %.�OS3D O/L /OriG USE: 42A /I- /N6 DATE CAST: 6' �'4'--76`f�i ` AGE WHEN TESTED: 7 oy yS TEST NO. STRENGTH PSI: 9 REMARKS: ri -" Pr— PHONE: 834 -3488 .�.G /C �--- AREA CODE 714 H. J. KR N F SCI -111 Materials Engineer fio nw�RO oTESTS PRIOR COUNTY OF ORANGE ' k ROAD DEPT. • O POTENTIAL SOURCE SA Material TeHing Section AFTER AWARD OF CO 4 T ®CONTROL TESTS ON REPORT OF TESTS ON MATERIALS ACTUALLY P. C. C. ENTERING INTO WORKS O SPECIAL TESTS CLASS: SIZE: IF CONTRACT. USE CONTRACT ITCM ROAD NO. PROJECTle -E Mt7GRE'- ,gq ` RESIDENT ENGINEER (INSPECTOR) j^✓ -,, CONTRACTOR ^\AI U V k'-, 10 AGENCY: SAMPLE OI LOCH. OF SOURCE Co' /, ii o,x 12dA -1:41- TEST NO.t A-e_ I294.' 9,SF 9& FIELD NO. o.O. x >O ,;4e, le'.O.."P.O. Na.v FED, NO. DATE REPTD. SUB'D DATE SAMPLED L- l4-,I g BY L/" A as- TITLE E 'T T RECEIYED FOR USE IN &QO 2,o, PERMITS ■ - _ / COMPRESSION TEST ;azh J I I :111 �T I' 1�1►f►�1 +�r� CI BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) 11 F- 3011.40.1 CONCRETE & MIX DESIGN c MATERIALS ENGINEER Oil? I• K RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONS AGENCY:h//eO�T SAMPLE OF LIMITS Of SAMPLE LOCA. OF SOURCE DWNER MANUFACTURER B LOCATION L DATE SAMPLED FOR USE IN .q, d BY D E� i�GE J CONTRACTOR ADE NCY ® MAINTENANCE SUB'DL] PERMITS SAMPLE FROM TITLE RECEIVED ■DESION OF mix COMPRESSION TEST ❑ BILLING WILL BE MADE AT END OF MONTH n MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) CONCRETE 6 MIX DESIGN O P PRELIMINARY TESTS PRIOR C COUNTY OF ORANGE TO AWARD OF CONTR R ROAD DEPT. F"• A O ` AFTER AWARD OF CONTRACT ` O ' . CONTROL TESTS ON R REPORT OF TESTS ON F FIELD NO. MATERIALS ACTUALLY P P. C. C. .. 3 ENTERING INTO WORKS FED. NO. O S SPECIAL TESTS C CLASS: SIZE: �� �r D DATE REPTD. IF CONTRACT. USE CONTRACT ITEM ROAD N NO. P PROJECT NAME Jif�AL O I• K RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONS AGENCY:h//eO�T SAMPLE OF LIMITS Of SAMPLE LOCA. OF SOURCE DWNER MANUFACTURER B LOCATION L DATE SAMPLED FOR USE IN .q, d BY D E� i�GE J CONTRACTOR ADE NCY ® MAINTENANCE SUB'DL] PERMITS SAMPLE FROM TITLE RECEIVED ■DESION OF mix COMPRESSION TEST ❑ BILLING WILL BE MADE AT END OF MONTH n MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) CONCRETE 6 MIX DESIGN ❑ BILLING WILL BE MADE AT END OF MONTH n MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) CONCRETE 6 MIX DESIGN 1• 1• PRELIMINARY TESTS PRIOR COUNTY OF ORANGE COMPRESSION TEST -- mfir' CCCJJJ TO AWARD OF CONTR SOURCE SA ROAD DEPT. MATnrid T"fing S•Nion m_ - OPOTENTIAL AFTER AWARD OF CONTRACT PEST NO. o CONTROL TESTS ON R E P O R T OF TESTS ON FIELD NO. ® MATERIALS ACTUALLY P. C. C. cox:. x•. •. (W.O.m P.O.N mANPPI ENTERING INTO WORKS FED. NO. o O SPECIAL TESTS pp CLASS: /T .' SIZE: I Z DATE REPTD. IF CONTflACT. '(CONTRACT ITEM ' ROAD NO. "" �, ,_u .' PROJECT NnME j_ pL Ohl. E: 0 /pi LOGE RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE ® MAINTENANCE LJ SUB'D0 PERMITS AGENCY: (i fY Al.--wpor+ AGENCY 94 (3 SAMPLE OF 's m . SAMPLE FROM /Q Ht DATE SAMPLED FOR USE IN ■� ESIGN OF mix 22 :DI dew 4 COMPRESSION TEST -- mfir' wm m_ - - ---I o F. _ml - 'Nwd PIIBLIIc WORKS DA, ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) F- 9011 -45.1 CONCRETE & MIX DESIGN • • • O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE yRRr TO AWARD OF CONT T ROAD DEPT. COMPRESSION TEST O POTENTIAL SOURCE S ED Material Testing Section % _ AFTER AWARD OF CONTRACT 6'RCWP JJ�� .Coln c.00A- T /ON DATE EROEEN REPORT OF TESTS ON SLUMP CEMENT CONTENT CONTROL MATERIALS TAC UAAL6Y P. C. C. ENTERING INTO WORKS I([ O SPECIAL TESTS n If ! CUSS: SIZE: % z // IF CONTRACT. USE CONTRACT ITEM S-z [EST NO. �'8_ , 4 Z 4 . 6 1-6 FIELD NO. FED. NO. DATE REPTD. ROAD NO_ PROJECT NAME TfIyLSOaE�' KOAO l7.P /O RESIDENT ENGINEER JINSPECTOR) TO//NSC N CONTRACTOR <iii ✓, SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE SU B'D� PERMITS AGENCY El AGENCY: CI ry mF NEWPORT B, —,V;n , SAMPLE OF CA 35 a,g CONCRETE SAMPLE FROM LIMITS OF SAMPLE LOCH. OF SOURCE DATE SAMPLED BY �T6HN.ro N TITLE 7-/Vs -,P RECEIVED S ZO -�jj FOR USE IN Z/ /r OEG•K 0 BILLING WILL BE MADE AT END OF MONTH C:; � BY RESIDENT ENGINEER (CITY ENGR.) F4011•43.1 CONCRETE & MIX DESIGN MATERIALS ENGINEER DESIGN OF yRRr COMPRESSION TEST % % % Ca.% 6'RCWP JJ�� .Coln c.00A- T /ON DATE EROEEN AGE DAY SLUMP CEMENT CONTENT ADMIE. Rai I([ If J43 S-z 2%• 29 3 z n 6 -3t 1 „ a — 310 2'h a HOBO D „ 2 I /- Arur s- I %" „ 0 h 2 s -31 14 o I 1 1 3 4147 jydL n N — w 1 3 3 -7- s -z 7 4,4 i/ Z /, 6 s -3i /4 4 v — 4030 % 3 „ a .SO — NOC,p e, N — — t 1 2 -4-3 -51 -s" 333 B Z n /, SZ 5--3/ 14 „ 750 m 3 „ „ 3 — 10" ,, r 4-"7+ 11 00 BD 2 n 9 3J� S3/ x e 3Z O Iro 3 2W SAND EQUIV. WET DRY AVG. SPEC. REMARKS( 0 BILLING WILL BE MADE AT END OF MONTH C:; � BY RESIDENT ENGINEER (CITY ENGR.) F4011•43.1 CONCRETE & MIX DESIGN MATERIALS ENGINEER OPRELIMINARY TESTS PRIOR CONTRACTOR TO AWARD OF CONT T • O POTENTIAL SOURCE S ED OUTSIDE ® AGENCY p1a1Q7- AFTER AWARD OF CONTRACT SUB'DU CONTROL TESTS ON MATERIALS ACTUALkY SAMPLE OF �Li}SS yA ° E'o ,VC ENTERING INTO WORKS O SPECIAL TESTS ROAD NO. 10 • COUNTY OF ORANGE ROAD DEPT. // MaloriEl Thing SGdion TEST NO. 68.6Z74pjj 67/ REPORT OF TESTS ON FIELD NO. P. corn. Nn o. C. C. IW.O.e F.o. No AWD FED. NO. CLASS: SIZE: If = DATE REPTD. IF CONTRACT, USE CONTRACT ITEM ,J PROJECT NAME .TFS ATi4i'J.P E'E /C /!4D �.e /OLE' RESIDENT ENGINEER (INSPEC R) TO TO N/Y SON CONTRACTOR /"E C l9. SEND REPORT TO: CONSTRUCTION AGENCY: 7- go-- 10--,W OUTSIDE ® AGENCY p1a1Q7- MAINTENANCE ❑ B�iiCf/ SUB'DU PERMITS SAMPLE OF �Li}SS yA ° E'o ,VC . SAMPLE FROM % % % LIMITS OF SAMPLE 6ROLi fl r� LOCA- Tl w - CYL. NO. DAY E SPOKEN LOCA. OF SOURCE SLUMP CEMENT CONTENT ADMIX. MI OWNER MANUFACTURERS LOCATION ,ELG/./ EPRESENTED DATE SAMPLED BY .Tovrso„/ TITLE 1�NSp, RECEIVED 3 FOR USE IN Al cc- Z 522 24' O BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGR.) F-3011-40.1 CONCRETE & MIX DESIGN IK I DESIGN OF A61111- COMPRESSION TEST % % % GrL1w6 6ROLi fl r� LOCA- Tl w - CYL. NO. DAY E SPOKEN AGE DAYS SLUMP CEMENT CONTENT ADMIX. MI Go. 1 3 q- 11dIp Z 522 24' 4 HONE 3010 3 Z. N 1/ Z 3=2 1 4 N ,I 3S2p 2' /, 3 1/ n Z '— NeLO n ry P 2 I 2 7- 30 5 51x A 11 1, ZSSp I%x z „ G h /1 30 0 1 S I 4 32 HSLO I s-4 3277 I/2 a I, u 3 5z 1 n 11 p 030 % 3 // // s..i HOLD 4 1 3 6-s s -zz -3" B z 4 /, 3 5-29 14 1 3 7s 16 3 II 1/ — F{OLO U A I� 1 / Al. 3 S -r_ A" R I/ �w- 30 w 2- 1l v,ve+ s 1/ 11 // 0 Ica 3 // a HOLD 4 h 1/ 2M SAND EQUIV. WET I DRY AVG. SPEC. y REMARKS! _'ZiVR'ex cRgCKS //Y S /'po .5S/ '4 IZO O O BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGR.) F-3011-40.1 CONCRETE & MIX DESIGN IK I ❑Preliminary tests prior to award o contract. Control tests on materials actaally • entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION A; If contract, use contract item D 42 TAGENCY RESIDENT ENGINEER (INSPECTOR) —! m E V CONTRACTOR 1 T SEND REPORT TO: CONSTRUCTION ❑ AGENEY .. MAINTENANCE ❑ SUBD. El PERMITS El LOCATION - <" ST Qv AeT Ir 0F" tj r, HQ ^1 EN RT LT OF CL STA REPRESENTING LIMITS - TYPE MATERIAL S DEPTH DATE S- ' - %y TESTED BY:" WT. SAND USED 7 " IN PLACE DENSITY A INITIAL WT. TEST SAND Alf, co B WT. SAND RETAINED 2 C WT. SAND USED 7 " D TEST SAND DENSITY - 7 CJ E VOLUME SAND USED .34-00 F VOLUME CONE + RING O G VOLUME TEST HOLE ,$9j O H WT. EXC. SAMPLE + TARE 2 p I TARE WEIGHT 2 J WET WT. EXC. SAMPLE 7 �, K WET DENSITY IN PLACE ) '7 L DRY DENSITY IN PLACE -TO I Z q BELOW -11 NISHED GRADE METHOD A MOISTURE SAMPLE B❑ FIELD LAB WET WT. p 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK - WET WT. ROCK 0. DRY WT. ROCK O WET WT. - s'. 2 5 DRY WT. - 3 9 TOTAL DRY WT. 1 % ROCK CORR.MAX.DENSITY R • B❑ MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN RC = TENT. RC = P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G =E — F K = J = G CONE .1667 — L= K= (100`ia +N) Q =0- (100 % +N) SM. RING .0143 .1810 R = (P —Q) + Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: 410X yw3 62—C— L711 Test Method Calif. 216 -F RECEIVED JUN 0 51968 PUBUG VvUKKS DEPT. BY 101,/ RESIDENT ENGINEER (CITY ENGR.) I-1y P3011 -83 RELATIVE COMPACTION 1 B- ^N�� I r �y METHOD A (4 B❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY IA5 MOISTURE �a & RC = TENT. RC = 7 SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH TERIALS ENGINEER . ❑ Preliminary tests prior to award or contract. Al COUNTY OF ORANGE FIELD B • ROAD DEPARTMENT C ! WT. SAND USED INITIAL WT. SPECIMEN Material Testing Section TEST NOS. C— 27G 7 E VOLUME SAND USED FIELD ND Z O leactually VOLUME CONE + RING lI'ETATIVE COMPACTION CONT NO. OR R P.aA `• materials .. H � -1 i= P) , =:p �4�6 entering into works. 1 S / DATE REPTD. • WET WT.. EXC. SAMPLE If contract, use contract item K pp PROJECT b'djT f� .3 3 � cc q�NCY = '-t Y �E� C. /-I RESIDENT ENGINEER (INSPECTOR) ' -' ' '" CONTRACTOR / Q 1TT' 1 T/! SEND REPORT TO: CONSTRUCTION ❑ ousloE i AcreNw ... MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION "-A rn BoQ £E 132 tDVE5 EAR" 2 VA 1, F—P of RT LT OF CL STA REPRESENTING LIMITS WET DENSITY ' TuryF. :'r mt_.aT TYPE MATERIAL AA DEPTH � 1 TO IC- BELOW FINISHED GRADE DATE t 1. X TESTED BY: A.1 n . I A H 0 IN PLACE DENSITY Al INITIAL WT. TEST SAND FIELD B WT . SAND RETAINED c C ! WT. SAND USED INITIAL WT. SPECIMEN D I TEST SAND DENSITY E VOLUME SAND USED M Q,.t F1 VOLUME CONE + RING , 1 - D G VOLUME TEST HOLE .. H WT. EX C. SAMPLE + TARE Z V 1 TARE WEIGHT WET WT. J WET WT.. EXC. SAMPLE DRY WT. K WET DENSITY IN PLACE TOTAL DRY WT, L DRY DENSITY IN PLACE 2LAI METHOD A MOISTf7RE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD 1 AS WET 4 01 INITIAL WT. SPECIMEN DRY WT. % MOIST. M Q,.t N SP. GR. ROCK Q WET WT. ROCK DRY WT. ROCK R WET WT. DRY WT. TOTAL DRY WT, % ROCK S CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J =G CONE 1667 - L =K +(1.00% +N) Q =O +(100% +N) SNNRING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS: ^,7X .F•am 68 7i,a Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) 13011 -83 1 B� METHOD A is B ❑ SUMMARY RECORD WHOLE NUMBERS IN E OPT. PLACE DENSITY -7 a5 MOISTURE ID RC =-3-4--% TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH L--Yi RELATIVE COMPACTION LS ENGINEER ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMEN'r Material Testing SectiOR TEST FIELD NO. p! Z- CONT.NO.OR 0 Control tests on RELATIVE COMPACTION w � aR P a OR AHFPI materials actually AH F' f7 3 4 (e • entering into works. QL V C Q DATE REPTD. If contract, use.contract item PROJECT:',JPMI'?Ot?EE RD 06kNCY VN6WPORT RESIDENT ENGINEER (INSPECTOR) �� To H �lSn ".n/ CONTRACTOR Cm IQ 1 99 177`J4 ouTSIOE rye, SEND REPORT TO: CONSTRUCTION El AGENCY L^} MAINTENANCE jn� SUED. -❑ PER14kS ❑ LOCATION U lk in g0 K E E 12� f RT LT OF (L STA REPRESENTING LIMITS Q TYPE MATERIAL AL? DEPTH TO 15 BELOW FINISHED GRADE DATE G ) O ^ b SJ TESTED BY: yCjA H IJ IN PLACE DENSITY A INITIAL WT. TEST SAND LAB WET WT. SAND RETAINED a O DRY WT. SAND USED 2-7 D TEST SAND DENSITY OR 2 , $0 E VOLUME SAND USED F VOLUME CONE + RING S. to G VOLUME TEST HOLE S"B H WT. EXC. SAMPLE + TARE 3 O I TARE WEIGHT ` J WET WT. EXC. SAMPLE 1672 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE CHAR METHOD A MOISTURE SAMPLE FIELD LAB WET WT. O 0 1 DRY WT. A 0 4 % MOIST. M N SP. GR. ROCK P WET WT. ROCK S. to DRY WT. ROCK " 0 p WET WT. -.g., R TOTAL DRY WT. IS, 1672 % ROCK 2.6-5 CORR.MAX.DENSITY CHAR • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3, 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E -F K =J - G CONE .1667 - L= K _ (100% +N) Q = 0 + (100% + N) SM. RING .0143 .1810 R = (P-Q) - Q V = FACTOR x Q.+ S LG. RING .0302 A 969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) r3011 -89 i B- 1140 f✓ METHOD A 9J B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 3 8 MOISTURE RC = --a-l— % TENT. RC = % SPECIFICATION: NL' %. ❑ BILLING WILL BE MADE AT END OF MONTH f BY MATER RELATIVE COMPACTION ❑Preliminary tests prior to award o contract. • ®Control tests on materials actually • entering into works. J A" 3'01 �t C C ^ k � PROJECT, -� - 2 3 t RESIDENT ENGINEER (INSPECTOR SEND REPORT TO: CONSTRUCT LOCATION 3 k rn BO k Q{ REPRESENTING LIMITS TYPE MATERIAL A I? DATE C� - 1 O - (o R IN PLACE DENSITY A INITIAL WT. TEST SAND A G B WT. SAND RETAINED 11 AS C WT. SAND USED p G D TEST SAND DENSITY O E VOLUME SAND USED 3 ej 2 F VOLUME CONE + RING '2 G VOLUME TEST HOLE . I I H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE 1 COUNTY OF ORANGE ROAD DEPARTMEN ( Material TestineSecti TESTAO C— FIELD NO. L 0.. .L CONT. NO. OR (W.O. OR P.O. OR AN P AH FP 3 DATE REPTO. `" AGENCY /NE`W Pc, It 'T" 6't A C H S.A tj CONTRACTOR 6/i I P 1 TH ON ❑ AGENCY 111 MAINTENANCE 0 SUED. ❑ PERMITS ❑ i nrRgT, LT OF©STA ;l�A --2-� DEPTH 3 rr TO L—r BELOW FINISHED GRADE TESTED BY:_ W D J A 00 METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. Q Q 3 - DRY WT. 4 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK '2 WET WT. - e- O DRY WT. - -3 TOTAL DRY WT. % ROCK Z 7 a CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 - 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J G CONE .1667 - L =K . (100% +N) Q = 0 _ (100% + N) SM. RING .0143 .1810 1 R = (P -Q) + Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216•F 0 RESIDENT ENGINEER (CITY ENGR.) F3011 -53 B- METHOD A 5k B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY l 3 1 3 MOISTURE RC - --LC —C> % TENT. RC = % SPECIFICATION: NL %. ❑ BILLING WILL BE MADE AT END OF MONTH E3 Y MATERIALS ENGINI RELATIVE COMPACTION ❑ Preliminary tests prior • COUNTY OF ORANGE o awa o f to contract, ROAD DEPARTMENT i Material Testing SecHo TEST a FIELD NO. eda RELATIYE COMPACTION M.D. NO.OR y� Control tests On CON OR P O O A materials actually entering into works. DATE REPTD • If contract, use contract item PROJE /4.r1/21;rZJ.L'C.c /�,QZ 0_4 AGENCY �-' /NEwT -b�ZT �astcQ v RESIDENT &N.EER (INSPECTOR) �•�� ct�t( ti/ CONTRACTOR �,CiPF i'7H SEND REPORT TO: CONSTRUCTION ❑ oursloE`Fj� AGENCY i& MAINTENANCE ❑ SUBD� PERMITS ❑ LOCATION_ o-�d.:aiL�F� LT O rL STA 'f7T I REPRESENTING LIMITS TYPE MATERIAL /V DEPTH TO V % ti BELOW FINISHED GRADE DATE 1�;-7 -6 y TESTED BY: 7h IN PLACE DENSITY A INITIAL WT. TEST SAND 'qQ B WT. SAND RETAINED 1-7110 C WT. SAND USED dY 3d D TEST SAND.DENSITY .:=7 E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING j ' G VOLUME TEST HOLE 0. Q° H " " EXC. SAMPLE + TARE - 1 TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DY DENSITY IN PLACE ur�,PT METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. . 3 4- % MOIST. M N SP. GR. ROCK o WET WT. ROCK P DRY WT. ROCK WET WT, - ; DRY WT. - s Q TOTAL DRY WT. - ROCK CORR.MAX.DENSITY R . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 . 3 4- 01 INITIAL WT. SPECIMEN o P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD ur�,PT S HT. COMPACTED SPECIMEN 51 '- p, 30 T WET DENSITY V DRY DENSITY COW. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K = J =G CONE .1667 - L = K _ (1000 +N) Q = 0 = (100% + N) SM. RING .01 43 1 1610 R = (P-Q) _ Q V = FACTOR _x Q= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • I: i B- y METHOD A ❑ B 99 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = TENT. RC = % SPECIFICATION: NL_ %, ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) f3011 -03 RELATIVE COMPACTION. 1 ❑Preliminary tests prior • to award at contract. 7 . Control tests on materials actually entering into works. • COUNTY OF ORANGE ROAD DEPARTMENT Material Testina Sectio RELATIVE COMPACTION item TEST FIELD NO.p�O /� :,•� CONT. NO. OR IW O OR P ,.a 'A? DATE REPT13. PROJECT 5z,,AAVJT0J? --E acv In A(WNCYS -��d"� RESIDENT ENGINEER (INSPECTOR) Al CONTRACTOR LA13 SEND REPORT TO: CONSTRUCTION ❑ oursioe AGENCY MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION c Zd,rIA Fs& 6 ZG'7.^•ut42 .C.OsiE - �S— l�RTJ1 LT OF(K)STA 1167 t`la� REPRESENTING LIMITS E VOLUME SAND USED C S(0 TYPE MATERIAL .✓Z DEPTH TO /7 BELOW FINISHED GRADE DATE -6- -2-66 TESTED BY: br Sin ITN - IN PLACE DENSITY Al INITIAL WT. TEST SAND LA13 B WT. SAND RETAINED p C WT. SAND USED -W, 0 D TEST SAND DENSITY ° E VOLUME SAND USED C S(0 F VOLUME CONE + RING C. / G VOLUME TEST HOLE DRY WT. - i H WT. EXC. SAMPLE + TARE 1 TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LA13 WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK+ DRY WT. ROCK WET WT. - a Q DRY WT. - i - TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY REMARKS Test Method Calif. 216 -F • REMENT ENGINEER (CITY ENGR.) F3011 -33 1 9- -S METHOD A ❑ El SUMMARY . RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE ;�nl U. ta'� RIC % TENT. RC = % SPECIFICATION: NL %. ❑ BILLING WILL BE MADE AT END OF MONTH MA MATERIALS RELATIVE COMPACTION I MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN Q P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. - R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR-0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L =K+ (100 % +N) . Q -O+ (100 %+ N) SM. RING .0143 .1810 R = (P -Q)+ Q V = FACTOR x Q+ S LG. RING * .0302 1 .1969 REMARKS Test Method Calif. 216 -F • REMENT ENGINEER (CITY ENGR.) F3011 -33 1 9- -S METHOD A ❑ El SUMMARY . RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE ;�nl U. ta'� RIC % TENT. RC = % SPECIFICATION: NL %. ❑ BILLING WILL BE MADE AT END OF MONTH MA MATERIALS RELATIVE COMPACTION I ❑ Preliminary tests prior Al COUNTY OF ORANGE LAB to award of contract. • ROAD DEPARTMENT o$C WT. SAND USED • p J Material Testing Section TEST -a-7i-)- " 2. l E VOLUME SAND USED Fi.3(o �Co FIELD NO. 1o{ ` �mate� alseac — �.. G RELATIVE ©, 1'2 COMPACTION W 4, ?OR P.OROR AHFPI actually I ITARE WEIGHT j -'"�j 5 J WET WT. EXC. SAMPLE tit =F 3 entering into works. • WET DENSITY IN PLACE / Irv, C.,..2vi Ci 'P>.;:. DATE REPTD .S 'r�'9 ^�8 , $ If contract, use contract item S HT. COMPACTED SPECIMEN IQ, Is , 1 PROJECT _ `�� %•'e•_' <" I cl, T AGENCY RESIDENT ENGINEER (INSPECTOR) M. Tln ' "e CONTRACTOR G��� SEND REPORT TO: CONSTRUCTION ❑ ouTSIOE AGENCV MAINTENANCE ❑ SUBD. ❑ PERMITS LOCATION ')) W N�IY -�3ce V DRY DENSITY RT LT OF CL, STA REPRESENTING LIMITS CONV. FACTOR =0.592 TYPE MATERIAL T -0114 ".�i� 'r� F• DEPTH �� -�" TO 41— 1,1 BELOW FINISHED GRADE DATE MQv 'O ` � i I UNIT TESTED BY: C d4 "1>a C\s-- — �Se., `.::,n i� ", K =J =G CONE IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED C C WT. SAND USED • p J D TEST SAND DENSITY " 2. l E VOLUME SAND USED Fi.3(o �Co F VOLUME CONE + RING — �.. G VOLUME TEST HOLE ©, 1'2 H WT. EXC. SAMPLE + TARE —7, I ITARE WEIGHT j -'"�j 5 J WET WT. EXC. SAMPLE - K WET DENSITY IN PLACE / L DRY DENSITY IN PLACE , $ METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. rf 00 3 DRY WT. v') INITIAL WT. SPECIMEN % MOIST. I M 1 0 N SP. GR. ROCK P WET WT. ROCK TENT. RC = DRY WT. ROCK SPECIFICATION: NL_ WET WT. -j3 Q DRY WT. - 3 22 2. TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY C%.ci • MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 0,C, 1 0, Q, 2 3 4 01 INITIAL WT. SPECIMEN QQ d MOISTURE 10 P WET WT. AT COMPACTION TENT. RC = % SPECIFICATION: NL_ %. Q DRY WT. COMP. SPEC. 22 2. 2202 R %MOISTURE C%.ci i 1.3 CONDITION OF MOLD C/oj 4P buev- S HT. COMPACTED SPECIMEN IQ, Is , T WET DENSITY V DRY DENSITY 22.4 23- CONV. FACTOR =0.592 FACTOR x Q = 13 p3, ''S! VOLUMES, C.F. C= A- B E= C= D I UNIT CONE +UNIT G =E —F K =J =G CONE .1667 — L= K= (100 % +N) Q =O= (1% N) 00 + SM.RING .0143 .1810 R = (P —Q) - Q V = FACTOR x Q + S 1 LG. RING 1 .0302 1 .1969 REMARKS: Test Method Calif. 216 -F RECEIVED JUN 0 x;1968 i B� METHOD A 0 6 ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. 1 2 r DENSITY MOISTURE 10 RC = 2 5' % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT EN� By � DLr F3011- e3.`ATIVE COMPACTION.. ❑ Preliminary tests prior COUNTY OF ORANGE to award o contract. ROAD DEPARTMENT Material Testing Section W TEST O. a7/3 FIELD NO. OT �I "� oe Control tests on RELATIVE COMPACTION (W.` ° OT . OR "° P.O. ° " OR AHFP) materials actually •Q entering into works. _ ^r, a. 5 arc rs .;. DATE REPTD. ]� -.4 f -GS • T If contract, use cttract item PROJECT S3m�o +gee Rc - '' + -ENCY CAN OwtJO -`1 RESIDENT ENGINEER (INSPECTOR) CONTRACTOR GrJ SEND REPORT TO: CONSTRUCTION ❑ oursloe AGENCY © MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION �s�,S' 1 �� • -'� _ RT LT OF rt. STA REPRESENTING LIMITS TYPE MATERIAL:: "'J -L' DEPTH - �� TO % BELOW FINISHED GRADE DATES �FiT ' i" TESTED BY: IN PLACE DENSITY Al INITIAL WT, TEST SAND = , 00 B WT. SAND RETAINED (� C WT. SAND USED ^, 91 15 D TEST SAND DENSITY N E VOLUME SAND USED L I S7 F VOLUME CONE + RING ' G VOLUME TEST HOLE DRY WT. - 3 H T. EX C. SAMPLE + TARE %, - 5 I TARE WEIGHT ,7 p J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 13,6 ,3 L DRY DENSITY IN PLACE I 21}: METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. Op 3 DRY WT. Q 3 J INITIAL WT. SPECIMEN MOIST. M 7 V7- N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - a Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 2 3 4 Oj INITIAL WT. SPECIMEN IO RC= �� % TENT. RC = P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET.DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G= E- F K= J . G CONE .1667 - L = K .. (100% +N) Q = 0 = (100% + N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS: MA X F f20M TE 5T ')W I ( T-- 2K -r4e ) Test Method Calif. 216 -F r 1 LJ RESIDENT ENGINEER (CITY ENGR.) \ F3011 -83 1140 1 B� METHOD A 0 B ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY 1.2 e-' 125 MOISTURE IO RC= �� % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH go RELATIVE COMPACTION I MAIN OFFICE 1138 WILSHIRE BLVD . LOS ANGELES. 90017 1836.M EAST EGINGER ST.. SANTA ANA 92705 ]IC 593.3611 213 ' 481 3990 2674 EAST MAIN STREET. VENTURA 93003 ' 805 • 643.3436 2025 KOAPAKA STREET, HONOLULU 96820 • BOB 870346 MAURSETH • HOWE • LOCKWOOD & ASSOCIATES A C O R P O R A T I O N Consulting Foundation Engineers and Geologists Santa Ana, California June 7, 1968 Project: 4510 -C Pacific Pipeline Construction Company 1302 South Ritchey Street Santa Ana, California `, E (� V A N= Gas Pipeline Trench Project: 4510 -C 1] A second series of tests was made on June 6, 1968 after the backfill had been subjected to additional compactive effort. Test results were as follows: Test Location Depth Below Moisture Relative No. finish grade (per cent) Unit Dry Weight Compaction (feet) (tbs. /cu. ft. ) (per cent) 4 Trenchil 1.0 -1.5 8.7 117.8 94 5 Trenchif2 1.0 -1.5 12.6 114.9 93 -2- Maximum density and optimum moisture characteristics of the back - fill soils encountered were determined in the laboratory with the following results: Optimum *Maximum Dry Moisture Density (pounds Soil Type (percent) per cubic foot) I (SAND, very fine to medium, 11. 9 123. 2 silty) It (SAND, very fine to medium, 10. 0 1Z5.5 silty, slightly clayey) Soil Type Laboratory Compaction Standard: Test Method No. 216 -F, State of California Division of Highways. Respectfully submitted, MAURS.F_TH -HOWE -LOCKW OOD R ASSOCIATES Albert Baca hn Howe, Vice President R. C. E. 9905 AB /JBH /rn Distribution: (2) Pacific Pipeline Construction Co. (2) City of Newnort Beach, Dept. of Public Works E II I y. ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYMNDERS PROJECT; +7Y of /5%6Wpo�/aJ' C��.nfH LOCATION: SAHBV2 EW E'D, B�, USE: O.E'C,C DATE CAST: S- /S-6f.' AGE WHEN TESTED: ;?4WYS TEST NO.- T- STRENGTH PSI: 327 % 0 REMARKS: S- g PHONE: 834 -3483 AREA CODE 714 H. J. IZAN P 301 -111 Materieas Engineer ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF CO3WRESSLVP STRENGTH OF CONCRETE CYLINDERS PROJE(Z c-i OF__ ID�EW LPRr FJ��9CiY LOCATION: RL), —A6g� USE: DATECAST: �`!s AGE WHEN TESTED: �l�ifJ'S TEST NO. &'19- 6=? 9E: STRENGTH SGVCRG fRRCKS /N SiOES' REMARKS: 6"-S - �� �Posr, _DlZaPPFA ��iairE SET, PHONE: 534 -3488 sc L i•, r > j/ _Y - AREA CODE 714 H. J. IZp AN Materi Is Engineer ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF.COI$C:RETE CYLINDERS PROJECT: C3Ty aF NEWPORT Ci'GVCr/ LOCATION: J fTH.t3o,F'E,E'h D BR �`3e DATE CAST: -T- J-5-- v'd AGE WHEN TESTED: TEST NO. 6 -- 62 % ._.� STRENGTH REMARKS: PHONE: 834 -3488 AREA CODE 714 F 304112 3n /c3 �- BHENo tip ORANGE COUNTY ROAD DEPARTMENT Materials Testing laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS PROJECT: L, ry n F /\LZvv vm9 r BEACH LOCATION: 6P -1Q(E' . USE: t)eC9 DATE CAST: .S - %_y �' —AGE WHEN TESTED: 7 TEST NO. —7,/ STRENGTH PSI: a REMARKS: PHONE: 834 - 3485 AREA CODE 714 H. Y. KRIZAN F 30� -11a Materials Engineer ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS PROJECT: C,T 0/_'T &614_N LOCATION: J a%Qae�E AK c. . USE: pccK DATE CAST: - ' /7- 69 AGE WHEN TESTED: UN Y -5 TEST STRENGTH PSI: REMARKS: PHONE: 834 - 3488__ AREA CODE 714 FT1J. KRIZAN T am -ua Materials Engineer .ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS PROJECT; C -� r1 F Nk w UoQ T BG�N LOCATION: T/ai7/ -30REC SPiO /6 .USE: ©a =Cft' DATE CAST: AGE WHEN TESTED: Z 61-9Y5 TEST NO.__ 7 STRENGTH REMARKS: ¢' �iILKH FF US '- PHONE: 834 -3488 �I AREA CODE 714 J. KRIZAN r 301 -112 Materials Engineer ORANGE` COUNTY ROAD DEPARTMENT - Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTIft OF CONCRETE CYLINDERS PROJECT: C T y D r yF W DP 2T 6 cf Fx f LOCATION: SA/1800CC 9 -FIOGE USE: pFf/= DATE CAST: -s / 7- �IB AGE WHEN TESTED: 7 O. TEST NO. �`'- STRENGTH REMARKS: PHONE: 834 -3488 AREA CODE 714 H`. . XRI7-AN r 301 -112 Materials Engineer ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS RROJECT: C, rY of 1J1cwy0R7- �e4cN LOCATJON: 27 62 -_I_�F _ USE: DECK DATE CAST: - �- 6 00 --- AGE WHEN TESTED: % DAYS TEST NO. Ec4- 4 _ % STRENGTH PSI: REMARKS: 3 -2 # PHONE: 834 -3488 AREA CODE 714�KRIZAN F 301-112 Materials Engineer ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS PROJECT: C; 7-Y of /VEWPORT .TJ AlifN LOCATION: .TAnC�O R E,E IPD , L3 2. USE: 4new DATE CAST- S- �'� �8 AGE WHEN TESTED: 7 Oi%'YS TEST NO ZSO STRENGTH PSI: _ REMARKS: 7- 6 / r •. rf' PHONE: 834 - 3488,]71 ' AREA CODE 714 A. J. KRIZAN i 9ol -lla Materials Engineer j ORANGE COUNTY ROAD DEPARTMENT Materials Testing Laboratory ADVANCE REPORT OF COMPRESSIVE STRENGTH OF CONCRETE CYLINDERS PROJECT: TY o.�_ �� T PJEf+e LOCATION: AD._ BP_�.__, USE: DECK DATE CAST: 's �'' -`� .�.� AGE WHEN TESTED: TEST NO.__ 1�' STRENGTH PSI: 30 4c, _., p REMARKS: 7 PHONE: SM -3488 AREA CODE 714 H. T. IZAN r nm -ua MatEngineer a 9= I JAMBOREE BRIDGE GROUND WATER Morning sample ................Chloride analysis: Afternoon sample .............. " it n n Sulfate analysis: Average of both samples total dissolved solids: suspended solids: 1 Turbidity: 1 ' 1 cl 575 mg /1 Cl 430 mg /l SO4 875 mg /l 2435 mg /l 300 mg /1 l y t7 120 units �`o Vix J Big Can Reservoir Lab O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONT ROAD DEPT. O POTENTIAL SOURCE S__ Material Testing Section AFTER AWARD OF CONTRACT fE57 NO. (P p jGV /#&Z • CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. !� MATERIALS ACTUAL4Y P. C. C. Iwm' «°n.o. esnl x,31 ENTERING INTO WORKS FED. NO. CSS: SIZE: _ /Z (� O, SPECIAL TESTS U ' �„ DATE REPTD: I _ IF CONTRACT. USE CONTRACT ITEM ROAD N6,.,,.._ PROJECT NAME RESIDENT ENGINEER (INSPECTOR) '• CONTRACTOR �.. SEND REPORT TO CONSTRUCTION OUT UL,*� �iAAINTENANCE SUB'D❑ PERMITS ❑ AGENCY: A CY SAMPLE OF 1' _ SAMPLE FROM Q�...f. LIMITS OF SAMPLE LOCH. OF SOURCE /T �/ ITY MANUFACTURER 8 LOCATION i l.B Jsr p /a /j�( EPRESENTED ¢ �� ��S DATE SAMPLED 'r— /-'r �G ff BY 9%fe4 0 &WxA4E TITLE 0.7 -/ RECEIVED FOR USE IN I• ■ DESIGN OF aasf mix � �II:11(I�111�1►K`�11� BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) c•aol l -ae.I CONCRETES MIX DESIGN I • • ■ y M Ix 07 RELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR • O POTENTIAL SOURCE SAD AFTER AWARD OF COOACT ROAD DEPT. Material TesFinq Sadion ! j BEST NO. `�f- P_ �Q •f V, 44� i REPORT OF TESTS ON FIELD NO. - - CONTROL TESTS ON ® MATERIALS ACTUALLY P. C. C. INA.sem • 3¢.6 ENTERING INTO WORKS � NO. � OFED. SPECIAL TESTS i CLASS: A SIZE: � �� . DATE REPM . Z0— 6 8 IF CONTRACT. U!�! CONTRACT ROAD NO. /pI�TIN PROJECT NAME �/rF'I�O1&,BF. B/Peli�l� RESIDENT ENGINEER (INSPECTOR) �' M CONTRACTOR - SEND REPORT TO: CONSTRUCTI OUTSIDE MAINTENANCE SU B'D� PERMITS AGENCY: •- // (� l&upget // AGENCY ., . A Sagwa.'! :: 'LL'H SAMPLE OF SA SAMPLE ER�MF' Q x1� LIMITS OF SAMPLE. a' LOCH. OF SOURCE v { MANUFACTURER & LOCATION W.9 /► C_6i MdSle EPRESENTED 3 979 yds'f DATE SAMPLED BY 3-jjclr ClEraeOLE TITLE �.rg RECEIVED � 191-.6e FOR USE IN 2%s- v - I • • ■ y M Ix ,- COMPRESSION Min BROKEN MENU ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGRJ.. F- 3011 -4 5.1 CONCRETE & MIX DESIGN i RODBUSTERS Reinforcing Steel • Fabricating & Placing 2516 CYPRESS • SANTA ANA, CALIFORNIA • 540 -0046 MAX. H E R,a Attu TN � mitk ows r REP04TS du kpfUC0pSTCmD 14off Y OU FWD TWM W 020 Q 11441N* rc4 f - W C1640444 �D&a*rk.r P" 5, 4 - 2 68 C) tii-3 OP ST �'.i 3 5 'A �F NCI TV F.O.S. POINT IR P" I TER OF t')AW `_ t IT' :l: SE I -()'I NET Wth E.O.PL rl T COLI.E", �ALES !.�C: SALES C-Q, D A'a 'WOUAT S TO iL 5 A Ll y An 1, SANTA IA I'% _. o11) E c 0 fp ir i I ll AMO IT - --- APPROX. OT y L jill -Ir Y 5 5 S; i I PP,NG C J013 N(? .:>. ot E MP011T 00 AII�4,YiigANJ?,'�,I-" PHYSICAL P.00*Er.."ES 51-1, 1 HEAT KO. AG LA C c it .7 44— s pi AMOWT U-J . ...... . 12 1 /911— CY 5 'c . .. ....... 5 i J i �, -IMP9 ING foc E N R7?0AT Oi- ANAI�TSSSI FMYSICAL FjIVjPLit^i l'-'.5 ....... ... "FIT ARCH I IN 77, I YX 19 V I obb r 116Af Nf).'S C: 1(7 Ilk: L blk Cl CJ 0 tv� %, " tP� CrU�Tt jl� 7,p IY. 4— 1-68 le oh-3 3P ST .11 c`32 !" 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D TMI. 5 CC Di. 03: ANAV,,'�'nS PMUICAL j. HEAT "0. RO: 0. TaT IF t, A rr ?01 40 ............ �q I V Ff Ile AiiUl' VIP, I P-P Z A eM,,7, msn,! FCm t7 77 -1 "It 'y I 1f If 4, 41 HEAT NO. IN PLACE DE A INITIAL WT. TEST AND 7; B , WT. SAND RETAINED 1 C CWT. SAND USED 4 01 INITIAL WT. SPECIMEN * VOLUME SAND USED S Z!� * VOLUME CONE. + RING 9L5 G VOLUME TEST HOLE 16 6--r� H WT. EXC. SAMP'E:'+ TARE 24-,3S I TARE WEIGHT J WET WT. EXC. SAMPLE 2 K WET DENSITY IN PLACE 13 L DRY DENSITY IN PLACE METHODA MOISTURE SAW ALE T:Fl E::L 'IJW� WT I 0 TEST SAND DENSITY r W.I. ceRR. 031 ME MAXIMUM PEN. • HOLE DAT QVFS� MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q.DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN .T TY WET DENSITY V DRY DENSITY COW. FACTOR--0.592 FACTOR x Q VOLUMES, C. F. C= A- B E� -C- D UNIT C0NF+.uNIT G=E-F K=J ':G, CONE .1667- L = K -. (100% + N) 0 0 , (t DO-% + N), SM. RING .0143 .1810 • R = (P-Q) + Q V = FACTOR x Q.+ S. LG. RING: .0302 .1969 140 A A'H F P:A FINISHED METHOD 7 A 0. -:'H_, ❑ , SUMMARY RECOR WHOLE NUMBERS IN OPT; PLACE DE NIS 2. MOISTURE STURE TENT. RG % Test method Calif. 210= U G V E JD NL _j. IWR ojj,�. ❑ BILLING:WILL BE MADE AT END OF . MONTH PUBLIC 6& ❑ Prellid ytests prior COUNTY OF ORANGE K I C J to away of contract. EP .N ®' Control tests on materials actually • entering into works. PROJECT RESIDENT ENGINEER ONSPEC SEND REPORT TO: CONSTRi LOCATION -�'r- REPRESENTING LIMITS TYPE MATERIAL '> DATE 2- -- (o —',, IN PLACE DENSITY Al INITIAL WT. TEST SAND 4 4,4o B WT. SAND RETAINED �, ;;. C WT. SAND USED �i � ! ^ D TEST SAND DENSITY �;�, 25 E VOLUME SAND USED 156Z M :44 41 F VOLUME CONE + RING ,' S G VOLUME TEST HOLE S l' H WT. EXC. SAMPLE + TARE DRY T. ROCK 1 TARE WEIGHT 'Z, 70 J WET WT. EXC. SAMPLE DRY WT. - ' K WET DENSITY IN PLACE 13I L DRY DENSITY IN PLACE % ROCK �QPK ROAD D ARTMIE Material Testing Section V TEST NO. C— 14-77 FIELD NO. n.�} CON NO.OR RELATIV COMPACTION PACTION (W O ?OR P.O. OR( AHFR 346E DATE RE PTO. �i7 -6g If contract, use contract item I AGENCY CO TRACTOR G:E FFt'T� ION J❑ - -i`AGENCy MAINTENQkNCE ❑ SUBD. ❑ PERMITS ❑ 1 e-y-1 I- . 4;; 'PZ l' 7 n.' F. S RT LT OF (L, STA TO ' I BELOW FIWHED GRADE TESTED BY: METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA SUMMARY FIEL , 1 LAB WET WT. Son 01 INITIAL WT. SPECIMEN DRY WT. MOISTURE RC - aZ MOIST. 156Z M :44 41 1 N SPECIFICATION: NL_% SP. GR. ROCK p WET WT. ROCK 9 Q DRY T. ROCK R WET WT. - s 5, %b DRY WT. - ' 15, 13 TOTAL DRY WT. Z'3 c-7 % ROCK -J CORR.MAX.DENSITY I 3 5 Cz;'AP7 • MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN MOISTURE RC - aZ PI WET WT. AT COMPACTION % SPECIFICATION: NL_% Qj DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E=C D UNIT CONE +UNIT G= E- F K= J= G CONE .1667 - L = K + (100% + N) Q = 0 + (1 00% + N) SM. RING .0143 .181 0 R = (P -Q) _ Q V = FACTOR x Q= S -G. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F • 1140 a- METHOD A ® B ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY MOISTURE RC - aZ % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) N .3011_83 . RELATIVE COMPACTION e LS ENGINEER ❑ Preliminary tests prior to award of contract, r. .r..�, / • . Control feats l L. materials actually /� /J� • entering info work ks. - /`✓f _- COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section TEST NO. C— 1428' FIELD NO. OT L RELATIVE CII IPACTIO�I CON.. NO.0. CON OR .O o1 na HrFlr 3'i-% Use PROJECT r, - RESIDENT ENGINEER (INSPECTOR) r. SEND REPORT TO: CONSTRUCTION ❑ AGENCY I� LOCATION '!" 'h� 1 n �a c•: - r. REPRESENTING LIMITS ` TYPEMATERIAL >41Dl DEPTH DATE TESTED BY: D'g IN PLACE DENSITY Al INITIAL WT. TEST SAND LLZ, 3C B WT. SAND RETAINED WET WT. C WT. SAND USED 4 D TEST SAND DENSITY 3,2 E VOLUME SAND USED Ao7o F VOLUME CONE + RING S 4c G VOLUME TEST HOLE 2 D H WT.'EXC. SAMPLE +TARE ,'30 I TARE WEIGHT 3,00 J WET WT. EXC. SAMPLE WET WT. - s K WET DENSITY IN PLACE I L DRY DENSITY IN PLACE 1' c I ) CORK, OATE'REPT0�3 CO TRACTOR �T• 1'��. -' INTENANCE ❑. SUBD. ❑ PERMITS ❑ AI„ 4_60r e . OF CL ST-A TO--I "-BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIEL LAS WET WT. 2 "3''':'r 4 DRY WT. INITIAL WT. SPECIMEN MOIST. I M 1 4.-7-711 N WET WT. AT COMPACTION 8P. GR. ROCK WET WT. ROCK`' DRY WT. COMP. SPEC. DRY WT. ROCK R ) WET WT. - s 3 I DRY WT.-- 3 CONDITION OF MOLD ro . 2 TOTAL DRY WT':.'. Z71 3 % ROCK CORR.MAX.DENSIP( 1 134 t • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 "3''':'r 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %, MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR--0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E=C D UNIT CONE +UNIT G= E -F K =J +G CONE .1667 - L= K= (100, +N) Q= O= (100 % +N) SM..RING .0143 .1810 R = (P-Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • METHOD A )9 B,❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY I -�o O �3 O MOISTURE S q RC= 7. TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH r BY MNTENIALS ENa1NEEN" . RESIDENT ENGINEER (CITY ENGR.) 'v301f 43 ., RELATIVE, IOMPACTION ^;- _. `•'3�i"1- r"f.... -,e .< . Preliminary tests prior to award of contract. ®Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTIO PROJECT %I Q v.�`J CV (e i-La8- RESIDENT ENGINEER (INSPECTOR) -'`EC ry .1tn�.: uT� s oe ttr� SEND REPORT TO: CONSTRUCTION ❑ AGeNCV I� LOCATION 1,Q 4urn Ito c„ Va,s�l -r rEe Q� REPRESENTING - LIMITS TYPE MATERIAL -"c, - DEPTH DATE—, 3-25 c -- TESTED BY6 IN PLACE DENSITY Al INITIAL WT. TEST SAND C B WT. SAND RETAINED 01 CI WT. SAND USED N ' D TEST SAND DENSITY WET WT. ROCK, E VOLUME SAND USED �}j2 F VOLUME CONE + RING Q S' S G VOLUME TEST HOLE % ROCK H WT, EXC. SAMPLE + TARE 7 3, I TARE WEIGHT J WET WT. EXC. SAMPLE / K WET DENSITY IN PLACE ,Z; L DRY DENSITY IN PLACE 2B MAI M METHOD A MOISTURE SAMPLE MOLD NO. rIELqW LAB WET WT. 3 DRY WT. 01 % MOIST. M 4,'7 N ' SP. GR. ROCK 2. WET WT. ROCK, 3, 5o DRY WT. ROCK'.,. Q- WET WT. - a Q - TOTAL DRY WT. I S , % ROCK Q� CORR.MAX.DENSITY % MOISTURE • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4'. -- 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C_ D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L =K. (100% +N) Q= O- (100 % +N) SM.'RING .0143 .1810 R = (P -Q) -r Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Cali. 216 -F. R 1 B• 6; TEST NO C— 142y FIELD NO. 7) of 2— CONT. NO. OR A / (W.O. OR P.O OR HFP DATE REPTO. 2ArTOR Grp t'uy�_ ❑ SUBD. ❑ .TS ❑ :$RT .LT OF rL STA BELOW FINISHED GRADE '. rir�.c DENSI.TY ' I Z S i 1 3-7 MOISTURE 5 1 9 RC=--a ' ' % TENT., RC = %' SPECIFICATION: NL_%. ❑ BILLING WILL BE MADE AT END OF MONTH p .0 p T y� RESIDENT ENGINEER (CITY ENGR) RELATIVE COMPACTIQ�1 raot taa OPRELIMINARY TESTS PRIOR TO AWARD OF CONT; R • POTENTIAL SOURCE 3#T ED 0 S AFTER AWARD OF Co ACT CONTROL TESTS ON MATERIALS ACTUALkY ENTERING INTO WORKS 0 SPECIALrES TS ROAD NO. RESIDENT ENGINEER (INSPECTOR' SEND REPORT TO: CONSTRUCTION AGENCY: a SAMPLE OF 0 dca LIMITS OF SAMPLE LOCH. OF SOURCE LO N6 OWNER OR MANUFACTURER & LOCATION 4c6 DATE SAMPLED Z- 12-(g By FOR USE IN Piz r..s I• � 0 COUNTY OF ORANGE ROAD DEPT Maf*dal T"fing S'eaon TEST NO. REPORT OF TESTS ON FIELD NO. P. C. C. Wwo.aP:0"M.d(�:� # A I ry FED. NO. CLASS: Q - SIZE: 1 Z DATE REPTD. IF CONTI r,-AMMIt CIAM. ACT ITEM PROJECT NAME jecl-a)f CONTRACTOR NC "Um MAINTENANCE v BESx SAMPLE FROM TITLE RECEIVED rtKMI]b ■____COMPRESSION TAWT M®®®® ❑ BILLING WILL BE MAD I E AT EN ONI%Hi&9� MATERIA,ftLSE' JE RESIDENT ENGINEER (CITY ENGR.) CONCRETE 8 MIX DESIGN • i OPRELIMINARY TESTS PRIOR TO AWARD OF CO NTR T Q.:.POTENTIAL SOURCE' ED AFTER AWARD OF CO CT CONTROL TESTS ON MATERIALS ACTUALkY ENTERING INTO WORKS O SPECIAL TESTS - ROAD NO. RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCT* AGENCY: SAMPLE OF �L LIMITS OF SAMPLE COUNTY OF ORANGE ROAD DEPT. - - MAhrial TeMilg Section TEST NO. 6cf— Z3 %j Z .38, 239 _ REPORT OF TESTS ON FIELD NO 13 P. C. C. Or.psP.t. No it h 1 // FED. NO. D- SIZE: I L DATE kEPTD. 3 B F CVNTRACT. use coNTl Aw ATEM 1 MAINTENANCE U, N ¢T SAMPLE FROM ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER By f RESIDENT ENGINEER (CITY ENGR.) .F- aon -�e.t CONCRETE 8 MIX DESIGN .. O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR T POTENTIAL SOURCES ROAD DEPT. ED • O AFTER AWARD OF CO ACT Me}eriel Testing Sec +ion REPORT OF TESTS ON 0 CONTROL TESTS ON MATERIALS ACTUALkY P. C. C. ENTERING INTO WORKS O1J SPECIAL TESTS CLASS: p 0 9 SIZE: ( Z IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME TAM 002eE RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION Lj OUTSIDE MAINTENANCE ❑ AGENCY: CI TY O AGENCY w P Wo wAto ¢T Bl=Acoy SAMPLE OF -L,4SS 4',o CONG, SAMPLE FROM LIMITS OF SAMPLE ,.SRJoce LOCA. OF SOURCE /� n e. FjJm-,Qcy C1 • TEST NO. b8 Z 3J, Z.3Z Za. FIELD NO. �4 5nxr. N �4. ooewz IW.O.m P.O. No. FED. NO. /o DATE REPTD.� b V SU PERMITS DATE SAMPLED BY T/NGLBIY _ TITLE -7-,ya , RECEIVED Z - /¢-6B FOR USE IN Q�LES ■ COMPRESSION TEST CONTE ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETE & MIX DESIGN MATERIALS ENGINEER O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR T ROAD DEPT. • • O POTENTIAL SOURCES ED AFTER AWARD OF CON Material Tasting Section TEST NO. 6cq ,y -Z4© Z4� Z�Z RACT REPORT OF TESTS ON FIELD NO. J / A CONTROL TESTS �J MATERIALS ACTUAL ALkY P. C. coNT. Nu. e. ENTERING INTO WORKS FED. NO. O SPECIAL TESTS CLASS: D SIZE: L DATE REPTD. IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME TrJ Ii BQREEr R6,4 17 RESIDENT ENGINEER (INSPECTORI %/ N CLLtY CONTRACTOR SEND REPORT TO: CONSTRUCTION ® MAINTTEENANCE Lj SUB'D� PERMITS U AGENCY: C"/ TY Olc A'OGENCY /YEW ve�RT UAJSief% SAMPLE OF fL.9_S.5 "D" GONG SAMPLE FROM LIMITS OF SAMPLE T Z /.o LOCH. OF SOURCE L/a A/C REdt_Al • L DATE SAMPLED Z -9 -4S8 BY 7-,,v C/ Ey TITLE ,TNSov RECEIVED 2 -/4 -6a FOR USE IN AI- W,-s ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F -30 °''' CONCRETE 6 MIX DESIGN MATERIALS ENGINEER f COMPRESSION TEST ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F -30 °''' CONCRETE 6 MIX DESIGN MATERIALS ENGINEER f O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTRT ROAD DEPT. • • O POTENTIAL SOURCES ED Material Tasting Section TEST NO. 6L/ AFTER AWARD OF CONTRACT , REPORT OF TESTS ON FIELD NO. �z CONTROL TESTS ON MATERIALS ACTUALLY C. C. CONT. No. CONT �. 0. -Nu. �[ "P 3 ENTERING INTO WORKS FED. NO SPECIAL TESTS O // I 1 ss CLASS: Q SIZE: / Z . DATE REPTD. QQ IF CONTRACT, USE CONTRACT ITEM ROAD NO. PROJECT NAME �TflHB ®REF �J )00,9,J RESIDENT ENGINEER (INSPECTOR) A, o>, CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE i� SUB'Do PERMITS AGENCY: C' /TY OF AGENCY p�/ BCA NEWl��PT GN SAMPLE OF �LSS //A I Co /YG, SAMPLE FROM LIMITS OF SAMPLE B,e/ OCE LOCA. OF SOURCE ACaa/yd- B819G11 OWNER OR MANUFACTURER B LOCATION Cm �• RoG.Y llANTIrY REPRESENTED DATE SAMPLED 2 -If- BY 'TjNGL CSI TITLE r/✓S�, RECEIVED Z—/-f-64r FOR USE IN 0,0 L 65 • • 0 BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGRj F -3011 -4a.1 CONCRETE & MIX DESIGN MATERIALS ENGINEER M®®®® 0 BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGRj F -3011 -4a.1 CONCRETE & MIX DESIGN MATERIALS ENGINEER O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR ROAD DEPT. • • O POTENTIAL SOURCE SAVED Materiel Tesfing Sec }ion TEST NO. 6� -ZZG, ZZ %, ZZ8 AFTER AWARD OF CONTRACT REPORT OF TESTS ON FIELD NO. ®CONTROL TESTS ON MATERIALS ACTUALLY P. C • C. Iw.o... e.0. Na. wen ENTERING INTO WORKS // $1 ! /I FED. NO. O SPECIAL TESTS CLASS: O SIZE: Iz DATE REPTD. 3 - 7-GFI IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME TA Alsa BELL �oHo RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION U OUTSIDE MAINTENANCE O SUB'D� PERMITS ❑ AGENCY AGENCY: C/T'Y OF %VEWPy.QT (3E'/9CN SAMPLE OF CL.9.5.5 '°j)" cONLB�TE SAMPLE FROM LIMITS OF SAMPLE LOCH. OF SOURCE /�. ✓� P, Fa�iL • • DATE SAMPLED BY f /N6GEY TITLE CpNSTi INJP. RECEIVED Z- 13 - -G6F FOR USE IN AV,, 6_S ■COMPRESSION TESY 0 BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) F.3011.4511 CONCRETE 3 MIX DESIGN O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE .f[ TO AWARD OF CONTR#& ROAD DEPT. • • O POTENTIAL SOURCE SA D AFTER AWARD OF CONTRACT Material Testing Section % REPORT OF TESTS ON ® MAATERIOALSTACTUALLY P. C. C. DATE BROKEN ENTERING INTO WORKS SLUMP O SPECIAL TESTS �3�11 CLASS: &D }1 SIZE: Z w IF CONTRACT, USE CONTRACT ITEM ROAD NO. PROJECT NAME .T191760RE RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE 2 -16- 7 AGENCY AGENCY: — • • SAMPLE OF CLffla,$ "Da CONG AE'T6 SAMPLE FROM LIMITS OF SAMPLE LOCH. OF SOURCE %AUi eiL TEST NO. FIELD NO. DESIGN OF CONT. Ne. a .f[ Iw.o. ,. P.o. Nu. eerPl �1 34 FED. NO. % DATE REPTD. % SUB'D PERMITS DATE SAMPLED 2: -ff —Bff BY %)Nat. EY TITLE Z-NS P. RECEIVED �°. -1S -16 61 FOR USE IN 0/'L 6S ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F-3011-45.1 CONCRETE d MIX DESIGN MATERIALS ENGINEER N DESIGN OF MIX COMPRESSION TEST % % % % COMA. SPECS. CYL. ND' DATE BROKEN AOfi DAYS SLUMP CEMENT CONTENT ADMIX. P81 Zo.T 2 -16- 7 3" 7 — 5.4/a 3 206 3- 7-8 11 — 9jd 2 I� 1 34 /] it 4 R 16 30 50 100 200 SAND EQU 1 V. WET DRY AVG. SPEC. REMARKS: ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F-3011-45.1 CONCRETE d MIX DESIGN MATERIALS ENGINEER N O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR* POTENTIAL ROAD DEPT. • SOURCE SA D • O AFTER AWARD OF CONTRACT Material Testing Section PEST NO. REPORT OF TESTS ON FIELD No. CONTROL TESTS ON MATERIALS ACTUAL6.Y P. C. C. coxr. x. o. xa ♦ �Of 3sf6 ENTERING INTO WORKS ED. F NP.o. FED. NO. O SPECIAL TESTS CLASS: 11 )I SIZE: /Z „ DATE REPTD. ze- IF co NTRACT. UBE CONTRACT ITEM ROAD NO. n PROJECT NAME ITAH/30RBE R0,4D RESIDENT ENGINEER (INSPECTOR) E. CONTRACTOR SEND REPORT TO: CONSTRUCTION U OOGENIDE ® MAINTENANCE SUB'Do PERMITS C3 AGENCY: Ci T � P W POK'T doALM AMPLE OF LS.s �" C1 fT£ SAMPLE FROM • • LOCH. OF SOURCE DATE SAMPLED 2 -B'6B BY 'T /NGL,6Y TITLE ZV,=p RECEIVED 2- /3 -6f7 FOR USE IN Qit6S ■____ Moomm ®®® m®®®® ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F.3 Olt -45.1 CONCRETE & MIX DESIGN MATERIALS ENGINEER • • • OPRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR COMPRESSION TEST ROAD DEPT. O POTENTIAL SOURCE SA ED Material Testing Section TEST NO. v' AFTER AWARD OF CONTRACT REPORT OF TESTS ON FIELD NO. "J CONTROL TESTS ON MATERIALS ACTUALLY P. C. C. COW. N.- IW.O. —P.O. No. AH ENTERING INTO WORKS FED. NO. OSPECIAL TESTS CLASS: N II SIZE: L DATE REPTD. IF CONTRACT, USE CONTRACT ITEM ROAD NO. /� PROJECT NAME TAh t30AE� ROAD RESIDENT ENGINEER (INSPECTOR) %—i E CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE 1G7 MAINTENANCE (C� SUS'DE] PERMITS C] AGENCY: AGENZ CY (f, O 1' /VEty e B�?AGiii SAMPLE OF et G « env I— w11 o i SAMPLE FROM LOCH. OF SOURCE DATE SAMPLED Z -B -,:r BY /'j/V6t BY TITLE _rNSP, RECEIVED FOR USE IN A"L es ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F''O"-"'' CONCRETE do MIX DESIGN MATERIALS ENGINEER COMPRESSION TEST M®®®® ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F''O"-"'' CONCRETE do MIX DESIGN MATERIALS ENGINEER O PREL .4MINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR ROAD DEPT. • O POTENTIAL SOURCE SAID AFTER Maforial Tes4ing Secfion AWARD OF CONTRACT REPORT OF TESTS ON CONTROL TESTS MATERIALS ACTUAL ALB.Y P. C • C ® ENTERING INTO WORKS ® O SPECIAL TESTS /T CLASS: /T IL SIZE: � z IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME J%fJ yQBQ RESIDENT ENGINEER (INSPECTOR) /NGL cy CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE AGENCY: �i T v AGENCY rP• Al is C TEST NO. 61y— 191 /9Z. /9-1 FIELD NO. af CONT. N,.,. - .0' PT.O. w P.O. Nn. � —7"5,V FED. NO. �} DATE REPTD. PERMITS SAMPLE OF C"L ASS dDA CO NCR STLT SAMPLE FROM LIMITS OF SAMPLE LOCH. OF SOURCE GO OAPCW OWNER /� A C!G E PRESENTED MANUFACTURER 8 LOCATION Co. N, DATE SAMPLED 2 -8_6g BY / /NGcGy TITLE �NSp RECEIVED z- 13 -6cY FOR USE IN P/L 6?.S ■___ -_____�� ® ® ® ® ® ®® m®®®® BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) `-3011-45'1 CONCRETE & MIX DESIGN MATERIALS ENGINEER C i • Preliminary tests prior to award of comra ct. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section TEST NO. C_ //,q3 FIELD NO G RELATIVE COMPACTION Control tests on IW.a OR P O OR AA HFaI materials actually entering into works. A, D, i la: If contract, use contract item PROJECT AGENCY C NC RESIDENT ENGINEER (INSPECTOR) - \I°_Q�'T A01W SON1 CONTR SEND REPORT TO: CONSTRUCTION El AGENCY OUTSIDE 1u11I1 � MAINTENANCE LOCATION'RT iLLA' LAME ON 1PALiS)hDLS AT - RY\%0CF6 REPRESENTING LIMITS DATE REPTD. 3— 7— �a /Pn�?T k36Ac ff SUED. ❑ PERMITS ❑ LT OF CL STA I-t 00 _ TYPE MATERIAL.&P - CL R SS 3'DIVE PANON,aDEPTH art TO Jl 1r BELOW FINISHED GRADE DATE 3/ '�. 68 TESTED BY: NN ELL S $ POLEN - IN PLACE DENSITY A INITIAL WT. TEST SAND Q, Igo EI WT. SAND RETAINED 3, f3 0 ,L "J, OD CIWT. SAND USED D TEST SAND DENSITY 3 Cs E VOLUME SAND USED .320 F VOLUME CONE + RING .)Alo GI VOLUME TEST HOLE 1 alBl H WT. EXC. SAMPLE + TARE 2-3,90 I TARE WEIGHT R; J WET WT. EXC. SAMPLE I, K WET DENSITY IN PLACE S1• L DRY DENSITY IN PLACE 143,0 C--RR. METHOD A & MOISTURE SAMPL - MAXIMUM DENSITY RATHOLE DATA FIELD LAS WET WT. 70 3 DRY WT. 1 . INITIAL WT. SPECIMEN % MOIST. M 7 +0 N SP. GR. ROCK P '?, (50 WET WT. ROCK 4.10 DRY WT. ROCK Q1 4, O (0 WET WT.— a 17.01) DRY WT. — 3 R; % MOISTURE TOTAL DRY WT. 9 ROCK 2 O CORR.MAX.DENSITY 37 J CH AKT . - MAXIMUM DENSITY RATHOLE DATA MOLD N0. 1 2 3 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q1 DRY WT. COMP. SPEC_ R; % MOISTURE CONDITION OF MOLD S1 HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E — F K = J _ G CONE .1667 — L =K= (100%': +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P —Q) s I@ V = FACTOR x Q+ S LG. RING .0302 .1969 i B- 1140 Test Method 6 Calif Z1-F G ,1 , C •rr: ti J • RESIDENT ENGINEER (CITY ENGR.) F3011 -B3 METHOD A A B ❑ SUMMARY RECORD WHOLE NUMBERS IN OT, PLACE P DENSITY 43 13-7 MOISTURE 9 RC = 1 D Of % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH m RELATIVE COMPACTION ❑ roralwain tests prior COUNTY OF ORANGE • ROAD DEPARTMENT /n Material Testing Section TEST NO. C— ® Control tests on materials actually entering into works. • RELATI PROJECT L;r MI.50KEL Y%VX RESIDENT ENGINEER (INSPECTOR);lER SEND REPORT TO: CONSTRUCTION ❑ LOCATION F1 I;Tr4 LAN ON PAL REPRESENTING LIMITS TYPE. MATERIAL L i6, QkNSS 3- BLUE Dh DATE 3/e. /b8 TESTED IN PLACE DENSITY Al INITIAL WT. TEST SAND FIELD B I WT. SAND RETAINED o i CI WT. SAND USED DRY WT. D TEST SAND DENSITY E VOLUME SAND USED 7, F VOLUME CONE + RING O G VOLUME TEST HOLE DRY WT. COMP. SPEC. 3 C) EXC. SAMPLE + TARE _ I TARE WEIGHT --WT. % MOISTURE J WET SAMPLE <- K WET DENSITY IN PLACE rj O, L DRY DENSITY IN PLACE 1+110 CORK, contra FIELD NO --17, Q COMPACTION COOT NO. OR R (W.O. OR P.O- 01A HoFP /2L--.'t ?\ DATE REPTD. use contract item AGENCY -mac / Nc YV Po 1? II EAcjj NAISOn CONTRACTOR rFF171f MAINTENANCE ❑ SUBD. El PERMITS El T JNIABOW: (O LT OF (� STA PTH 51/ TO ,3 ' BELOW FINISHED GRADE WILLS :FPOLEN METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 3 00 01 DRY WT. MOIST. M 7, N SP. GR. ROCK 2. (o p WET WT. ROCK DRY WT. COMP. SPEC. 3 C) DRY WT. ROCK 3 I WET WT. - a. % MOISTURE 4-, (05 DRY WT. - a 1-3.65 TOTAL DRY WT. CONDITION OF MOLD (o , % % ROCK 15 CORR.MAX.DENSITY -679, 9 CH NKI REMARKS: Test Method Calif. 216 -F • I B� 1140 HE METHOD A 2q B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY A-li 137 MOISTURE 9 RC = 1 0 0+ TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH BY MA RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION v3011 -e3 e NGINEER MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q1 DRY WT. COMP. SPEC. R, % MOISTURE CONDITION OF MOLD Si HT. COMPACTED SPECIMEN Tj WET DENSITY'_ V _ DRY DENSITY .,. CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G =E - F K =J _ G CONE .1667 - L= K - (I DO -, +N) Q= 0_(100 % +N) SM. RING .0143 .1810 R = (P -Q) =_Q V = FACTOR -x Q= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • I B� 1140 HE METHOD A 2q B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY A-li 137 MOISTURE 9 RC = 1 0 0+ TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH BY MA RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION v3011 -e3 e NGINEER Preliminary tests prior COUNTY OF ORANGE INITIAL WT. TEST SAND to sword o contract. ROAD DEPARTMENT o$ 1 Material Testing Section TEST: C— /0 8 `- D FIELO NO. 1 0'; Control tests on RELATIVE COMPACTION CONT.NO.OR IW.O. OR P.O. OR AHFP) materials actually F r \'Y1 F- P "?, <i6 entering into works. S GATE KEPT D •6— • If contract, use contract item WT. EXC. SAMPLE + TARE PROJECT - AGENCY - - RESIDENT ENGINEER (INSPECTOR) -'��1� 51� CONTRACTOR - SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION - 4 L RT LT OF CL STA — REPRESENTING LIMITS Gz e TYPE MATERIAL DEPTH TO ' BELOW FINISHED GRADE DATE - TESTED BY: �-• —'' IN PLACE DENSITY A INITIAL WT. TEST SAND LAS B WT. SAND RETAINED 1 C WT. SAND USED 4 D TEST SAND DENSITY 4. E VOLUME SAND USED WET ­WT. F VOLUME CONE + RING - G VOLUME TEST HOLE DRY WT. — 3 H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE _ 1; K WET DENSITY IN PLACE L DRY DENSITY IN PLACE C LE ", METHOD A MOISTURE SAMPLE • FIELD LAS WET WT. MOLD NO. 1 DRY WT. 3 4 "-b MOIST. I M N SP. GR. ROCK WET ­WT. P DRY WT. ROCK 7 4cr r- WET WT. — s DRY WT. — 3 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R REMARKS Test Method Calif. 216 -F • 140 I 13— METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC= 7% % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH M RESIDENT ENGINEER (CITY ENGR.) r3011 -83 RELATIVE COMPACTION r• • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 3 4 O INITIAL WT. SPECIMEN 2100 2 00 P WET WT. AT COMPACTION 7 4cr r- .29520 Q DRY WT. COMP. SPEC. R % MOISTURE , CONDITION OF MOLD C LE ", Gz e S HT. COMPACTED_ SPECIMEN , Z 3 T _WET DENSITY 12-6,5 -Yj DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT GONE +UNIT G =E — F K =J G CONE .1667 — L = K . (100% +N) Q = 0 . (100% + N) SM. RING .0143 .1810 R = (P —Q) + Q V = FACTOR x Q + S LG. RING .0302 .1 969 REMARKS Test Method Calif. 216 -F • 140 I 13— METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC= 7% % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH M RESIDENT ENGINEER (CITY ENGR.) r3011 -83 RELATIVE COMPACTION r• ❑Preliminary tests prior to COUNTY OF ORANGE INITIAL WT. TEST SAND award of contract. • ROAD DEPARTMENT Go - Material Testing Section TEST C — logo INITIAL WT. SPECIMEN D FIELD NO. u �t Control tests on ICJ RELATIVE COMPACTION C ON T. NO.OR coo OR P.O. OR AHFPI materials actually F1 VOLUME CONE + RING entering into works. G REPTD. • use contract item If con COntract, WT. EXC. SAMPLE + TARE PROJECT AGENCY - RESIDENT ENGINEER (INSPECTOR) '} ��`• CONTRACTOR L SEND REPORT TO: CONSTRUCTION ��{�{'•� ❑ AGENCVE Ipl MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION Fl. Ca RT LT OF (� STA ✓ ' REPRESENTING LIMITS S TYPE MATERIAL ix DEPTH 1. \' TO BELOW FINISHED GRADE DATE - TESTED BY: TI IN PLACE DENSITY Al INITIAL WT. TEST SAND .7.' BI WT. SAND RETAINED - C. WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY ' E VOLUME SAND USED --3:4y 3 F1 VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. - a H WT. EXC. SAMPLE + TARE I TARE WEIGHT - J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD` LAB WET WT. 2G,0 3 DRY WT. 01 INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK. WET WT. - ; Q DRY WT. - a TOTAL DRY WT. % ROCK R CORR.MAX. DENS I TY . MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1-/2w- 2G,0 3 4 01 INITIAL WT. SPECIMEN - �� ! ,� = C 0 " " - TENT. RC = P WE7 WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN TI WET DENSITY LL ! VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K = J =G CONE .1667 1 - L = K _ 000% +N) Q = 0 _ (100`7 + N) SM. RING .0143 1 .1810 R = (P -Q) - Q V = FACTOR x Q= S LG. RING .6-3 .1969 REMARKS Test Method Calif. 216 -F 11 140 120 1 GI- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT, DENSITY MOISTURE '�-`. '. •, .'�r RC= I `.� L7 % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH M F3011-83 RESIDNT ENGINEER (CITY ENGR.) RELATIVE COMPACTION • CI • O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE DESIGN OF mix TO AWARD OF CONTR ROAD DEPT. COMPRESSION TEST OPOTENTIAL SOURCE SA D AFTER AWARD OF CON ACT Material Tosiing SGdion TEST NO. REPORT OF TESTS ON FIELD NO. CONTROL TESTS ON MATERIALS ACTUALLY P. C. C. Iwo' -F.o. Nn. AN}P 1�,3c}6 ENTERING INTO WORKS FED. NO. SPECIAL TESTS OZ CLASS: Q v SIZE: " DATE REPTD. IF CONTRACT. UGE CONTRACT ITEM ROAD NO. PROJECT NAME T/iTH BC1.e86 pp I`vi9 P RESIDENT ENGINEER (INSPECTOR) T/ N G 2 cy CONTRACTOR y SEND REPORT TO: CONSTRUCTION OUTSIDE r3 MAINTENANCE SU B'DCj PERMITS E] AGENCY: C�i TY rtA11GENCY 4� q / !)G NCii�GADT RFiIL SAMPLE OF CdA�.S "Dh CO NG QETL° SAMPLE FROM LIMITS OF SAMPLE LOCA. OF SOURCE DATE SAMPLED BY �%A H Ey TITLE Cp/YST Z-IVSO RECEIVED FOR USE IN ■ DESIGN OF mix COMPRESSION TEST M®®®® 1c -; aact tS v v RESIDENT INEER (CITY ENGR.) F•3011 -43.1 El BILLING WILL BE MADE AT END OF MONTH -�r CONCRETE & MIX DESIGN MATERIALS ENGINEER O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE DESIGN OF MI% TO AWARD OF CONTR ROAD DEPT. COMPRESSION TEST • O POTENTIAL SOURCE $A D AFTER AWARD OF CONTRACT Material Testing Section TEST NO. % % REPORT OF TESTS ON FIELD NO. CTL. NO' CONTROL TESTS AL MATERIALS P C C CONT. Me. IWO - — P.O. Mo. CEMENT CONTENT ENTERING INTO WORKS INTO WORKS P61 FED. NO. TESTS O `1 1 �1 i/SPECIAL CLASS: SIZE: / i DATE REPTD. IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT N^ME f . f 40REE Z -I 7 RESIDENT ENGINEER (INSPECTOR) '7- ma &jEY CONTRACTOR t 1 4780 SEND REPORT TO: CONSTRUCTION OUTSIDE Ri MAINTENANCE i� SUB'DO PERMITS 13 AGENCY: C/ ./ AGENCY 22 TY o F /V ELU PO R T &JeACAY 1, SAMPLE OF C419S3 A,0 Cs NGR ET T.=-- SAMPLE FROM 21/' LIMITS OF SAMPLE LOCH. OF SOURCE 23 Hasa 11 • DATE SAMPLED 'L -7 -6d BY —.N LE TITLE Cr Ai3T rNroG. RECEIVED Z- /-e-6(? FOR USE IN ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETE & MIX DESIGN DESIGN OF MI% COMPRESSION TEST % % % % COMP. SPECS. CTL. NO' DATE BROKEN AOfi DAYS SLUMP CEMENT CONTENT AOMIR. P61 223 Z -I 7 3 " '7yi 1 4780 3 22 3-4 28 1, — g 21/' 23 Hasa 11 A 2 I/T I YI % 4 B 18 30 50 IDD 200 SAND EQUIV. WET DRY AVG. SPEC. REMARKS: ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETE & MIX DESIGN O • O PRELIMINARY TESTS PRIOR TO AWARD OF CONTR POTENTIAL SOURCE SAD AFTER AWARD OF CONTRACT COUNTY OF ORANGE ROAD DEPT. Material Tasting Seetlon CONTROL TESTS MATERIALS ACTUALLY REPORT OF TESTS ON P. C. C. ENTERING INTO WORKS % O SPECIAL TESTS CLASS: 0 SIZE: / z COMS. SPECS. IF CONTRACT, USE CONTRACT ITEM • • TEST NO. 6E5 7— 17, Z 16 , 2 FIELD NO. jW Om P.O. Na.o Atl � �T(O FED. NO. p DATE REPTD. z �p ROAD NO. PROJECT NAME a- ,4"a.3e 6'8 Po 4Z, RESIDENT ENGINEER (INSPECTOR) t tVG L E CONTRACTOR -1 y-(% SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE ❑ SUB'D� PERMITS AGENCY: AGENCY t TY a,— NBW 100,e 7- Ci EfJGH SAMPLE OF C'L ASS 1,01 CO NC,2ETE SAMPLE FROM LIMITS OF SAMPLE LOCA. OF SOURCE Z ty6 �Gj MWNER OR ANUFACTURER 8 LOCATION co N. I40GK PANTITY RESENTED DATE SAMPLED 2- BY NCL,ry TITLE �NS7 -� �tytp, RECEIVED FOR USE IN D2H CRST i9 /t �i ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGR.) F -3011 -45.1 CONCRETE & MIX DESIGN DESIGN OF MI% COMPRESSION TEST % % % % COMS. SPECS. CYL. NO' DATE BRONEN SLUMP CEMENT CONTENT Z)7 2 -14 3%L 3 218 3-- kAG 21 /1 2J — n 2 I % 4 e 16 30 50 [Do 200 SAND EQUIV. WET DRY AVG, SPEC. REMARKS: ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGR.) F -3011 -45.1 CONCRETE & MIX DESIGN ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT b Material Testing Section • TEST No. C —/07 FIELD NO. / �D-�F .Z. antral tests an RELATIVE COMPACTION (w 0.OR P.O.OR A! jjb 34b materials actually entering into works. DATE TD. • If contract, use contract item , J PROJECT AGENCY-C/ A/6'vf-`oQf'7 at- '4CH RESIDENT ENGINEER (INSPECTOR) CONTRACTORS ,t.l F'rTr; SEND REPORT TO: CONSTRUCTION ❑ AGENC E jQ AGENCY MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION p.� rse F �a 'eZ ww.+t " 'F23 LT OF CL STA 2 4-�CU REPRESENTING LIMITS `! TYPE MATERIAL 4 •.S DEPTH /9 TO z 7 � BELOW FINISHED GRADE DATE 9- 4- GA TESTED BY: W t-E. W ELLS IN PLACE DENSITY Al INITIAL WT. TEST SAND )) G '7 C: B WT. SAND RETAINED 1 c, z G; C WT. SAND USED 7 (,,- O ti D TEST SAND DENSITY Z . E VOLUME SAND USED z- F VOLUME CONE + RING I G VOLUME TEST HOLE o I 1 Q EX C. SAMPLE + TARE% I TARE WEIGHT O J WET WT. EXC. SAMPLE 4 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 i(.fl. DRY WT. 3 4 `7o MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WET WT. — 3 e DRY WT. - j Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 i(.fl. 2 r'•r•}. 3 4 01 INITIAL WT. SPECIMEN •� pp -� t Z- P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE Q CONDITION OF MOLD S HT. COMPACTED SPECIMEN__ T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 L =K +(100 % +N) Q =O +(100 % +N) SM.RING .01_43 .1810 R = (P -Q) -. Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR.) F3011 -e3 140 1 13- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY MOISTURE '4�u Arc(C RC = pJZ � TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH go RELATIVE COMPACTION ALS ENGINEER Preliminary tests prior COUNTY OF ORANGE -❑ to award at contract. . ROAD DEPARTMENT • �. Material Testing Section TEST NO. C- %O FIELD NO. Control ia tests t on RELATIVE COMPACTION (°oT6R P OROF AHFP .3 4L materials actually entering into works. c O • .. DATE REPT D. _3 —S— 6po If contract, use contract item PROJECT AGENCY- C f /VE wror2. ,Z3 r A r tI RESIDENT ENGINEER (INSPECTOR) .1-%i rsd ,v CONTRACTORS ? / Fr_ r -7 t! SEND REPORT TO: CONSTRUCTION ❑ AGENCY OUTSIDE ❑ MAINTENANCE ❑ SUBD. ❑ PERMITS El LOCATION r. -EE ,ctir�AU;n ^r5 ®jjD c - OF.L, -STA �.- REPRESENTING LIMITS TYPE MATERIAL N .ti 1l.wPGi2i' DEPTH ti ° TO i'7� BELOW FINISHED GRADE DATE 6 - 4 - TESTED BY:_� t= • \�l c t__LS- IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED t, , G O C WT. SAND USED 7. 9 `; G D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING 18 I U G VOLUME TEST HOLE 1517 1 H WT. EX C. SAMPLE + TARE -, �-7 1 TARE WEIGHT — J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 9 j L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 ,, ,,r, 3 DRY WT. 01 INITIAL WT. SPECIMEN %MOIST. M N SP. GR. ROCK P; WET WT. ROCK z.2 a U DRY WT. ROCK WET WT. - e Q DRY WT. - -3' TOTAL DRY WT. % ROCK R CORR.MAX. DENS I TY G t E • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 ,(,.I 2 ,, ,,r, 3 4 01 INITIAL WT. SPECIMEN Zoo 2 2- C.(. P; WET WT. AT COMPACTION z.2 a U 7 '2. ++• Q DRY WT. COMP. SPEC. R % MOISTURE G t E CONDITION OF MOLD ­HT. _AC Lk It C L_ S COM P TE_DSP_ ECI M ­EN _ IIG,C T WET DENSITY V DRY DENSITY__— I I CONV. FACTOR =0.592 FACTOR x Q = 1 VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G= -F K = J +G CONE .1667 - L= K- (100 % +N) Q= 0+(100 % +N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q . S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -83 140 120 L METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY I� MOISTURE RC= 9E5 % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH An RELATIVE COMPACTION • i 0 a - COARSE, MEDIUM, FINE. ® p - COARSE, MEDIUM. FINE ❑ 3" 8 PROJECT J .fJ P -1 I' RESIDENT ENGINEER ONSPECTOR • E SEND REPORT TO: CONSTRUCUON ❑ PAVING GRADE ASPHALT PEN. 6'.70 ❑ LOCATION OF AGGREGATE SOURCE OWNER OR MANUFACTURER DATE SAMPLED 3 — 4- & Y 8Y, FOR USE AS: BASE COURSE ❑ COUNTY OF ORANGE ROAD DEPT. . Material Testing Section REPORT OF TESTS ON COUNTY PLANT NO RIZ ASPHALT CONCRETE CONT. No. TYPE B (w .0 or P.O. No. r AHFP 3 �� IF CONTRACT. VSE CONTRACT ITEM �f DATE REP-D. j! AGENCY go fV rL O K $FFJJOJ•— CONTRACTOR OUTSIDE AGENCY MAINTENANCE ❑ SUED. ❑ PERMITS ❑ 85100 ❑ 120(50 ❑ 11 LIMITS OF PROJECT, t .�r I37CI w/ /L4 OIlANT1TY ( G >i Ytl _REPRESENTED z%� TONS I TITLE IIE�- T o' FINISH COURSE ❑K RESURFACE ❑ ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS TESTING ENGINEER Br r C c RESIDENT ENGINEER (CITY ENGINEER) F- 3011.13.1 BITUMINOUS GRADING ANALYSIS TEST SPECIMENS SIEVC TImE SPEC. SPEC. rv0. A B C D E F SPECIF. / �J 1 TEMPERATURE )1�t MOISTURE BITUMEN GRADE BIT. RATIO I�t /.`T IV) " —j U� V'i SP. GP, BRIO. �3 G/ 51 D— STAB RESULTS 3 4 '� j i _ / CON. RESULTS H /V' -roJ 6 HT, VALUE 30 0 je SO SVSC. M20 1W SWELL 120 MRS.) PERMEABILITY Bit. �' e.S.V VAPOR SVSC. GRADING OBTAINED Blry 4 BY COMBINING BINS AS FOLLOWS: WT. Qe BY WT. NO. CYCLES MOIST, ABSORB. STABILOM ETER COHESION 3 q FILM STRIPPING ION COARSE CRUSHED PARTICLES= AGGREGATE) % 15 MIN. 77' F. FIELD COMP, SP, OR, LAB. SP. OR. RELATIVE COMP. IV V RECOMMENDED BIT, CONTENT CONSIUERING ALL TEST DATA AS REMARKS: EDUIV, GAL, PER SO, YO. FOR 1" COMPACTED SURFACE= SAND EQUIVALENT SPECIF. TEMPERATURE TIME BITUMEN DRY AGG. COMP. MI% "J ' S ------ ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS TESTING ENGINEER Br r C c RESIDENT ENGINEER (CITY ENGINEER) F- 3011.13.1 BITUMINOUS • • • OPRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR ROAD DEPT. OPOTENTIAL SOURCE SA#D Material Testing Section • ci ' AFTER AWARD OF CONTRACT TEST NO, /p( CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. J0 MATERIALS ACTUALLY CONY. Na. if ENTERING INTO WORKS 'AHFPI� FED. NO O SPECIAL TESTS S DATEREEPTD.,T 4-68 IF CONTRACT, USE CONTRAC T ITEM ROAD NO. PROJECT NAME J i7 ixi 6G i -C' e t- RESIDENT ENGINEER '(INSPECTOR) uh YLSC, CONTRACTOR SEND REPORT TO: /� CONSTRUCTION C] OUTSIDE MAINTENANCE 0I' B'D PERMITS AGENCY: C I G Y G /i �Air1' C SAMPLE OF 1 I 1 DEPTH I LIMITS OF SAMPLE f�'L J :..J r' ✓ .� of Id r �<I" 1 C d C1 E' S Y j ✓"`_� P LOCH. OF SOURCE DATE SAMPLED , ('- b r_I:J By ("(. �� /C (I �, �+ TITLE.lff RECEIVED FOR USE IN GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE A USEE D SIF. ECX LI1 MITS SOUGHT COMPACTOR AIR PRESSURE P.S.I. MOISTURE AT COMPACTION °o J DRY DENSITY OF BRIO„ #11U FT. 211, STABILOMETER VALUE "R" O n EXUDATION PRESS, P.S., Il�t THICK. INDICATED BY STAB. INCHES I THICK, INDICATED BY EXP, PRESS. IN �5 SP. OR, OVEN DRY S.S.D. APP. SUBBASE I12 FINE BASE � % B COARSE SURFACE L, L. P. L, P. L COHESION VALUE 8 TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. '.I.' EXUD. PRESS 30 J j By EXPq N. PRESS BD WET DRY 3�j O ¢/ AVG. 40 SPEC. r-5— p AT EpUIL. SPEC. 100 INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. zoo LT -Z.S" 5U ID j LART. SPEC, MOISTURE CONTENT AS RECEIVED: o DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % M/D CURVE NO. REMARKS: ❑ BILLING WILL BE MADE AT END OF MONTH i MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGR.) F•3011.42.1 AGGREGATE & SOIL ❑ Preliminary tests prior COUNTY OF ORANGE . to award of contract. • ROAD. DEPARTMENT (p �°` ', Material Testing Section '� TEST NO. C- IO t S'. Z.O C FIELD NO. J '0'-2- Control tests an RELATIVE COMPACTION' CONT NO. OR IW.O. OR P 0 O 6Z , materials actually VOLUME SAND USED , 3 Z entering, into works. VOLUME CONE + RING DATE TD. *" ... If contract, use contract item r.: PROJECT AGENCY�I A1EVr'AWXy- $E/yeN RESIDENT ENGINEER (INSPECTOR) ,_ Z!' -laud CONTRACTORye�pptTN SEND REPORT TO: CONSTRUCTION ❑ AGENCV'- MAINTENANCE ❑ SUBD. ❑ PERMITS LOCATION %ZIN7Q �� P -I.+� LT OF CL STA 2 - dnAQ CU --, REPRESENTING LIMITS K A S DE�PTH�— � /`'9' r� TO z !V BELOW FINISHED GRADE: TYPE MATERIAL DRY DENSITY IN PLACE DATE 1' 4- e A TESTED BY: y�L.._s_,..gi -� L.LS IN PLACE DENSITY A INITIAL WT. TEST SAND .4-,70 BI WT. SAND RETAINED t S'. Z.O C WT. SAND USED 3 1 .-Co D TEST SAND DENSITY 6Z , E VOLUME SAND USED , 3 Z F VOLUME CONE + RING I G VOLUME TEST HOLE o 1 1 H WT. EXC. SAMPLE + TARE 27,3 n I TARE WEIGHT J WET WT'. EXC. SAMPLE 7 µ in K WET DENSITY IN PLACE L DRY DENSITY IN PLACE IAawes . M MOTS MAXIMUM DENSITY RATHOLE;DATA . ;ETWTT D T. 1 ,r4.. %S. N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT.-,'- DRY WT.:- 3r TOTAL DRY WT % ROCK LORR.MAX.DE`N; • MAXIMUM DENSITY RATHOLE;DATA MOLD NO. 1 ,r4.. 2 3 4 01 INITIAL WT. SPECIMEN 0=00 . a 0 P WET WT. AT COMPACTION 2. 3® Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD IAawes P OveD m S HT. COMPACTED SPECIMEN / B T WET DENSITY IBO. 1 1 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L= K= (100% +N) Q =O= (100% +N) SM. RING .0143 .1810 R- = (P-Q) - Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • METHOD A ❑ B Vr SUMMARY RECORD WHOLE NUMBERS kPLACE OPT. DE NSITYMOISTURE LA e RC =% TENT. RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE MADE AT END OF MONTH BY c MAT9RIALS ENGINEER �. RESIDENT ENGINEER (CITY ENGR) F301143 RELATIVE COMPACTION I ..:_ . � _ .: _.: a:�.u•- �- �'°�=ace�.L. Lam= ,� >m. '4� ''aoa�:.. _...:4._. "_ Preliminary tests prior to award at contract. . Control tests an materials actually • entering {wo works. i COUNTY OF ORANGE Al ROAD DEPARTMEN ` (og C- /0 7 Material Testing Soo' TEST NO. ' 4 , D O FIELD NO. Of WT. SAND USED x " G COMPACTION CON T. NO.OR �j (W.O OR'P O OR AHFP a .. 'e contract item PROJECT J _ i`'+ -' AGENCY - C � /VARW7,9z /d cHCtr£, ' RESIDENT ENGINEER 11'Itl�P€CT �' CONTRACTOR a ? /FFl OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ -, SUED.' ❑- PERMITS ❑ LOCATION S'a nnao REFt`+ 'T its: w+ La,a��A�ALl.rND SS ®�.'OF&STA 7$S t2S- REPRESENTING LIMITS TYPE MATERIAL 14 •S . II.w PORT 'DEPTH 1l a TO %7 rr BELOW FINISHED GRADE DATE 3 -- 4 -a:L 9� TESTED BY: ( L • c - - IN PLACE DENSITY Al INITIAL WT. TEST SAND Q .9D B WT. SAND RETAINED ' 4 , D O C WT. SAND USED x " G D TEST SAND DENSITY N El VOLUME SAND USED WET WT. ROCK..,;,. F1 VOLUME CONE + RING I IAID I. G VOLUME TEST HOLE DRY WT. - i H WT. EXC. SAMPLE + TARE 2. TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE CL_Oo. METHO MOISTURE SAMPLE MAXIMUM DENSITY FIELD LAS WET WT. 1 21A.w DRY WT. 4 01 % MOIST:' Mi N SP. GR. ROCKS WET WT. ROCK..,;,. - DRY WT. ROCK' "° 7—IL a WET WT. - - DRY WT. - i DRY WT. COMP. SPEC. TOTAL DRY WT. `. % ROCK' CORR.MAX.DENSITY % MOISTURE . MAXIMUM DENSITY RATHOLE:.DATA MOLD NO. 1 21A.w ,:: 3 4 01 INITIAL WT. SPECIMEN 2'2,00 z 2.0 P WET WT. AT COMPACTION Z 2. 4h 0 7—IL a - Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD CL_Oo. S HT. COMPACTED SPECIMEN T WET DENSITY 1 14,7 1 116,0 V DRY DENSITY CONV. FACTOR-0.592 FACTOR x Q = I30L4C VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L= K= (100 % +N) Q =O =(1 DO % +N) SM. RING .0143 .1810 R = (P-Q) - Q V = FACTOR x Q _ S LG. RING . .0302 - .1969 REMARKS Test Method Calif. 216 -F • 1 B- 1140 r METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY - (� MOISTURE 3 %ur.dpr RC= 95 % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH c BY . MATER LS ENGINEER � RESIDENT ENGINEER (CITY ENGR) F301143 RELATIVE. COMPACTION .�: �._ a....ar::'__�� .:�urm.s�" „�'-`-- "t`��.•,s �.�,•�a'aai -x w�;�i ::' ',e`s� u`�___ -�:I Preliminary tests prior COUNTY OF ORANGE to award of contract. . ROAD DEPARTMENT Material Testing Section: TEST o` C— TAC) FIELD NO. :5 c T RELATIVE COMPACTION CON T. NO OR Control tests on lW O OR' P 6 A#FPl materials actually • entering into works. 'S ''y� — DATE. J If contract use contrat:4 item PROJECT AGEN I°Y:. c ✓1SEw QOYi "1�EHC4. _ ! RESIDENT ENGINEER (INSPECTOR) G,W oti.n CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ ou sloe AGENCY AINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION _ - � - R LT OF (� STA �- REPRESENTING LIMITS TYPE MATERIAL A 'R DEPTH =�� TO IC:; BELOW FINISHED GRADE DATE ??- �'hv�'n6 19 V TESTED BY: CT�ad�'. orv— -<•-: �_,�I I I 1 IN PLACE DENSITY Al INITIAL WT. TEST SAND 45, 50 B WT. SAND RETAINED i%,. C -D WT. SAND USED -TEST 4 % MOIST. SAND DENSITY 8 4, Q E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING ,1-1-:�I O G VOLUME TEST HOLE DRY WT. - 3 H WT. EXC. SAMPLE + TARE •;,, ..: v I TARE WEIGHT - 2 .9 T J IWET WT. EXC. SAMPLE 'j,' 5 I K WET DENSITY IN PLACE L DRY DENSITY IN PLACE 1.5 7,S =.. METHOD A SAMPLE J}iTURE -pa ELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M (mot N' SP. GR. ROCK ' WET WT. ROCK P DRY WT. ROCK WET WT: -; Z4 r DRY WT. - 3 Q TOTAL DRY )VT. % ROCK CORR.MAX.DEN4ITY ' • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT, AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY - V DRY DENSITY CONV. FACTOR--O.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L = K - '(100;0 +N) Q = 0 - (100% + N) SM. RING .01 43 .1810 R = (P-Q) _ Q V = FACTOR x Q = S LG. RING' 1 .0302 .1969 REMARKS: Test Method Calif. 216 -F i 8' 1FEE 1120 METHOD A 2 B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 3 . 3 MOISTURE 7 RC = 6!0 TENT. RC = % SPECIFICATION: ❑ BILLING WILL BE MADE AT END OF MONTH BY a" .- NA ERIA LS ENGINEER - RESIDENT ENGINEER (CITY ENGR) (3011 -e3 RELATIVE COMPACTION ' ❑ Preliminar tests prior COUNTY OF ORANGE j to award o�tontract. ROAD DEPARTMENT Ij " • Material Testing Section TEST fl� C— 9.2J ^^ FIELD NO,- Control ,te t; on - --RELATIVE COMPACTION ' ^.' ° "° �FP' • entering into works. DATE REPTO..2 If'rontract, use contract item PROJECT ___` _ AGENCY LINE- '".-�. � >. '• G...'a r.� RESIDENT ENGINEER (INSPECTOR) - =r't CONTRACTOR---L; SEND REPORT TO: CONSTRUCTION ❑ 1E!!0W% - MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION =.. `� RT LT. OF (L STA REPRESENTING LIMITS TYPE MATERIAL - DEPTH TO BELOW FINISHED GRADE DATE__ - TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND. - 8 WT. SAND RETAINED j C ___L2. WT. SAND USED L) D TEST SAND DENSITY 84, 2 O E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. H WT. EXC. SAMPLE + TARE ' I ITARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE "- K WET DENSITY IN'PLACE COND)TION OF MOLD L DRY DENSITY IN PLACE ,g METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOL.E DATA 'LAB MOLD NO. WET WT. 2 3 DRY WT.% 01 INITIAL WT. SPECIMEN MOIST. SP. GR. ROCK P WET WT. ROCK 7 1p DRY WT. ROCK WET WT. — e 1-2> DRY WT. TOTAL DRY WT. ' ark CORR.MAX.DENSITY /3 7 chi .'r • MAXIMUM DENSITY RATHOL.E DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE COND)TION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C_ D I UNIT CONH+'UNIT G =E —F K = J =G CONE .1667 — L= K +(t00 % +N) Q =O- (100% +N) SM. RING I 0143 1 .1810 R = (P—Q) - Q V = FACTOR x .Q= S LG. RING .0302 1 .1969 REMARKS: Test Method CGfif. 216 -F ar METHOD A ® B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT.' PLACE DENSITY /3.7 37 MOISTURE 4! RC = /6 0 7. TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY NAT RIALS ENGINEER RESIDENT ENGINEER (CITY ENGR) RELATIVE COMPACTION rsor r-B3 L ` r 1 U • • OPRELIMINARY TESTS PRIOR COUNTY OF ORANGE ' TEST SPECIMEN TO AWARD OF CONTR SOURCE SA D ROAD DEPT. Material Testing Section • C OPOTENTIAL E SIEVE NO.6 AFTER AWARD OF CON KACT AS USED TEST If ,1/7( CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. KY MATERIALS ACTUALLY COOT. N., I Axee, $¢ ENTERING INTO WORKS MOISTURE AT COMPACTION j ;, FED. NO. O SPECIAL TESTS " e- -'3 - / ' 9. GATE REPTD. Z-Z% 6 8 IF CONTRACT, USE CONTRRC))T ITEM ROAD NO. PROJECT NAME JGLR jr1 RESIDENT ENGINEER (INSPECTOR) G Jd h Y13a/T CONTRACTOR G'y,.y, th- SEND REPORT TO: CONSTRUCTION OUTSIDE ul MAINTT NANCE �N+ SUB 'D PERMITS yy�/ �,/ EN Y AGENCY: C /'L�'MlFH6 �'Y� E&1C SAMPLE OF 1, �(- DEPTH LIMITS OF SAMPLE ,j C- %C [-7.41 .2 y LOCA. OF SOURCE OWNER O pUANTITY MANUFACTURER yL' �' drry,QL�/yl . REPRESENTED DATE SAMPLED .2 - .2 ..+ '�6 B! /y [ . /,8�/ s/^, TITLE Erriy RECEIVED FOR USE IN 73:3.5 e- BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER i `... i �.Y I. RESIDENT ENGINEER (CITY ENGR.) F- 3011.42.1 AGGREGATE & SOIL GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE Z AS USED SPECIF. LIMITS SOUGHT COMPACTOR AIR PRESSURE P S i. MOISTURE AT COMPACTION 3 DRY DENSITY OF BRIO., #/'U FT. 211/2 5TABILOMETER VALUE "R" 2 EXUDATION PRESS. P.5.1. - 111/2 aQ THICK. INDICATED BY STAB. INCHES 1 THICK, INDICATED BY EXP, PRESS. IN. YY. EQ 7Z sp SP, OR. OVEN DRY B.S.D. APP. SUBBASE 11/2 FINE BASE �fe COARSE SURFACE q �� L.L. P.L. P.1, COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. j BY EXUD. PRE55 30 �J^ GV //J O O j J j BY E %PAN. PRESS $D /J� /// �Kti M Z WET 4/ 39 DRY AVG. SPEC. y AT EpUIL. 6PEC. DD INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. 200 �J L su IN LART- SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. �j REMARKS: -3 *8 /6.7 4-106' 411- std /76+7 ii tt BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER i `... i �.Y I. RESIDENT ENGINEER (CITY ENGR.) F- 3011.42.1 AGGREGATE & SOIL • �I L O PRELIMINARY TESTS PRIOR TEST SPECIMEN TO AWARD OF CONTRACT A B O POTENTIAL SOURCE SE E AFTER AWARD OF COIICCiikkACT CONTROL TESTS ON MATERIALS ACTUALLY SPECIE. LIMITS SOUGHT ENTERING INTO WORKS O SPECIAL TESTS COUNTY OF ORANGE ROAD DEPT. Materiel Testing Section REPORT OF TESTS ON IF CONTRACT. USE CONTRACT ITEM ' I EST NO. G FIELD NO. / IYLO. v Y.O. Nu FP)] 3�(D DATE REPTD. Z— ZzGB ROAD NO. PROJECT NAME tlllifl6d� /P /l� RESIDENT ENGINEER - (INSPECTOR) �� CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE SUB''D PERMITS ,/ AGENCY AGENCY: �� F.�'°�'C -�i SAMPLE OF DEPTH LIMITS OF SAMPLE:Sfa A--yx _ ,5��. / 7, LOCA. OF SOURCE DATE SAMPLED 21-2l B'( �� TITLE �r'�'-/ RECEIVED FOR USE IN rP ❑ BILLING WILL BE MADE AT END OF MONTH • 1 MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGR.) F- 3011 -42.1 AGGREGATE & SOIL GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AS USE. SPECIE. LIMITS SOUGHT COMPACTOR AIR PRESSURE P. S. I. MOISTURE AT COMPACTION Po 3 CRY DENSITY OF BRIO., #I-D. FT. 2112 STA.IL..ETcR VALUE EXUDATION PRESS. P.II.1. II/7 OD `Op O,- OO THICK. INDICATED BY STAB. INCHES 1 THICK, INDICATED BY E %P_ PRESS_ IN. �4 sQ _ v- SP. OR. OVEN DRY S.S.O. APP. SUBBASE I/1 FINE BASE SIB COARSE SURFACE 4 S—�i L. L. P_ L. P- 1. COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. BY EXUD_ PRESS 30 �� �/ Or ys— G ; BY E %PAN. PRESS 50 WET 3 DRY AVG_ SPEC, 3© Q AT EpUll. SPEC. aD INDICATED MINIMUM THICK_ OF COVER FOR ABOVE CONDITIONS. 200 z-- SU U LART- SPEC. MOISTURE CONTENT AS RECEIVED: % OENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: did/ .Tl ❑ BILLING WILL BE MADE AT END OF MONTH • 1 MATERIALS ENGINEER BY RESIDENT ENGINEER (CITY ENGR.) F- 3011 -42.1 AGGREGATE & SOIL ORANGE COUNTY RpAD DEPARTMENT MATERIALS TESTING LABORATORY ADVANCE REPORTI OF COMPRESSIVE STOGTH OF CONCRETE CYLINDERS f PROJECT: y OF ¢¢�GW 1'027' /3 cFl ci! LOCATION: Jf , 1 Log FE YR10Co e USE: P/ L F—s DATE CAST: Z- 1 Z- GE' AGE WHEN TESTED: _ OHYS TEST NO. 6 �� -� 2-7, � �-1 STRENGTH PSI:�j REMARKS: 7E-5 7 PHONE: 834 -3488 AREA CODE CODE 714 F. ___ -___ F 3011 -e5 MATERIALS ENGINEER ❑Preliminary tests prior to award of contract. COUNTY OF ORANGE ' ROAD DEPARTMENT Material Testing Sectica ®. Control tests on . materials Gct,olly • entering into works. PROJECT SAM ©C)�E RESIDENT ENGINEER ONSPE SEND REPORT TO: CONSTI LOCATION SAMBOREE REPRESENTING LIMITS TYPE MATERIAL - -N•C'• �� DATE 2 _ RELATIVE COMPACTION N • S. B. P. If contract, use contract item R G. 'eTION LJ AG v, MA ST k U��(,t'N? IN PLACE DENSITY Al INITIAL WT. TEST SAND 42. B WT. SAND RETAINED 10-00 C WT. SAND USED 32,20 D TEST SAND DENSITY N E VOLUME SAND USED ,A F VOLUME CONE + RING G VOLUME TEST HOLE ! ^ EXC. SAMPLE + TARE 2a. d I TARE WEIGHT 2,$•� J WET WT. EXC. SAMPLE 2 ,2 O K WET DENSITY IN PLACE As L DRY DENSITY IN PLACE 68 TEST NO C— ?4--2 FIELD FIELD NO. 7 3 CONT. NO. OR (W.O OR P O O AHFP) 3-q /1 �O % MOIST. M E ❑ SUBD. - RT LT OF DEPTH I r 6 rr TO I r )'� rr BELOW FINISHED GRADE TESTED BY: r c A Y E METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 3 4 DRY WT. INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK WET WT. AT COMPACTION WET WT. ROCK a ¢ DRY WT. ROCK WET WT. - a DRY WT. COMP. SPEC. DRY WT. - 3 TOTAL DRY WT. % ROCK % MOISTURE CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA ` M MOLD NO. C"C. 1 CC 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION a ¢ Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD / OUC.r- S HT. COMPACTED SPECIMEN ,70? T_ WET DENSITY a.5 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J t. G CONE 1667 - L =K= (100 %, +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS: 01 Test Method Calif. 276•F 0 B- 1190 w METHOD A ❑ B R) SUMMARY RECORD WHOLE NUMBERS Aoun OPT. DENSITY / 2 MOISTURE/ " RC = 9- q TENT. RC = % SPECIFICATION: NIL %. RF C E I V ` M B I LLING WILL BE MADE AT END OF MONTH pF8 6 I9� 7 �-- rP/ M9 RESIDENT ENGINEER (CITY ENGR) x3011 -93 RELATIVE COMPACTION ENGINEER ❑ Preliminary tests prior to award o contract. i ® control tests on materials actually • entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section _ RELATIVE COMPACTION N-S• G. P. If eontrnct. use contract item PROJECT :SA McCRE F, ��• AGENCY_ RESIDENT ENGINEER (INSPECTOR) G'• `H n_i. _ SEND REPORT TO: CONSTRUCTION ❑ OUTSID g MAIN LOCATION ,TAMe0kEE R47. C =r't.M 0+2AlIv REPRESENTING LIMITS TYPE MATERIAL N• S . 18. Ir DEPTH 4 DATE 26-:21 - 612! TESTED BY: GOATS IN PLACE DENSITY Al INITIAL WT. TEST SAND 4,2, OO B WT. SAND RETAINED 10-30 C WT. SAND USED ) :7 D TEST SAND DENSITY $4 E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING E I Q G VOLUME TEST HOLE 3 H WT. EXC. SAMPLE + TARE 2$ r 1 TARE WEIGHT 2. $� J WET WT. EXC. SAMPLE 2 157 .$.Q K WET DENSITY IN PLACE 1 L DRY DENSITY IN PLACE TEST 140. l.,�0 4'J FIELD NO � Z �L CONT. NO. q (W O OR P O O AHFP) 3 DATE REPTD. .2 —O.3 -69 C /N•B. — CONTRACTOR E�AQLO _ E�yq ❑ SUB ' D. � PERMITS I �E• RT LT OF rL STA J�9 + Yo _TO 4 % BELOW FINISHED GRADE METHdb► MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2Zlz, 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK TENT. RC = DRY WT. ROCK SPECIFICATION: NL WET WT. - e Q DRY WT. - TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 2Zlz, 3 4 01 INITIAL WT. SPECIMEN 0 00 MOISTURE o P WET WT. AT COMPACTION TENT. RC = zg SPECIFICATION: NL —% Q DRY WT. COMP. SPEC. R % MOISTURE o CONDITION OF MOLD -- �• S HT. COMPACTED SPECIMEN T WET DENSt TY O 3,5" V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C. F. C= A- B E= C- D I UNIT CONE +UNIT G =E - F K +G CON E .1667 - L = K = (100% +N) Q = 0 = (100 %+ N) SM. RING .0143 .1610 R = (P -Q) - Q V = FACTOR x Q -: S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F IhE i B– METHOD A ❑ B El SUMMARY RECORD WHOLE NUMBERS N PLACE I OPT, DENSITY ze MOISTURE o RC = % TENT. RC = % SPECIFICATION: NL —% ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR) RELATIVE COMPACTION :r, .. sin ..LiLU' ....._ �. � _. � _:. .. .. � - - ..._.,..i•.+�` r li eminary tests prior El loof contract. tPo aw COUNTY OF ORANGE INITIAL WT. TEST SAND -vv 7o • ROAD DEPARTMENT i�• 4c+ C .. Material Testing Section TEST NO C— 84O TEST SAND DENSITY -- E FIELD NO. / 35 - Control tests on RELATIVE COMPACTION CONT NO.OR IW.O. OR P O. y materials actually 53 H WT. EXC. SAMPLE + TARE • entering into works. I DAjKREPTD. j - J If contract, use contract item „p K PROJECT �.•Jih s.oE-e .f�V AGENCY ��NEwPU/1T BC•aCy L RESIDENT ENGINEER (INSPECTOR) G✓'�� "- '= ti"'r °^' CONTRACTOR C'442 Co NSr. SEND REPORT TO: CONSTRUCTION ❑ AGENCOYE [3- MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION J.O.r.ideG -E sro 7 - a'F✓ �. RT LT OF CL ST /GS+j✓o REPRESENTING LIMITS WET DENS] TY G TYPE MATERIAL .J,S F1C DEPTH C4 TO -i6 BELOW FINISHED GRADE DATE = - S' / -6s TESTED BY: L,1_ -i6 IN PLACE DENSITY A INITIAL WT. TEST SAND -vv 7o B WT. SAND RETAINED i�• 4c+ C WT. SAND USED 4 D TEST SAND DENSITY SS. 5w E VOLUME SAND USED 35 - F VOLUME CONE + RING /9G9 GI VOLUME TEST HOLE 53 H WT. EXC. SAMPLE + TARE Z, ZO I TARE WEIGHT 2.40 J WET WT. EXC. SAMPLE „p K WET DENSITY IN PLACE L DRY DENSITY IN PLACE 4r, 0 Vew METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1^(, . DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 00 WET WT. —� DRY WT. — a Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1^(, . 2Z, X, 3 4 01 INITIAL WT. SPECIMEN z4rin o p P WET WT. AT COMPACTION 00 Q DRY WT. COMP. SPEC. R % MOISTURE „p CONDITION OF MOLD 4r, 0 Vew u'vry S HT. COMPACTED SPECIMEN T WET DENS] TY G V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L =K +(1 Do- +N) Q= 0_000 +N) SM.RING .0143 .1810 R = (P-Q) . Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -17 140 120 I a- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY /Z MOISTURE oVC—° RC = q TENT. RC = % SPECIFICATION: ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR) x3011 -e3 RELATIVE COMPACTION ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT Material Test ingSection TEST oO. 8¢/ FIELD NO. Z control tests on RELATIVE COMPACTION IW OTOR P OROR ^_FF �3aL materials actually • entering into works. o,;- s' /' DATEREPTD. If contract, use contract item PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) G.W. ✓vAl~rej. CONTRACTOR 5,01K0 4_0v4� SEND REPORT TO: CONSTRUCTION ❑ AGENCY (9- MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION 7'.e f. e 4,g it RT LT OF CL STA REPRESENTING LIMITS TYPE MATERIAL DEPTH 71 TO " BELOW FINISHED GRADE DATE 2 -2 / -GS TESTED BY:.44FS+sEG METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK Yaoo DRY WT. ROCK WET WT. -43 Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2400 <400 P WET WT. AT COMPACTION Yaoo !arcJ Q DRY WT. COMP. SPEC. R % MOISTURE "f CONDITION OF MOLD Slovsw S HT. COMPACTED SPECIMEN /0 97 //.( 7 T DENSITY 1 /t'Y$ /0$,3 V _WET DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C D I UNIT CONE +UNIT G= E- F K= J G CONE .1667 - L= K�(100 % +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) _ Q V c FACTOR x Q + S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -03 1 B- —S METHOD A ❑ El []' SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Ile 2-;�o MOISTURE `0'5_'f RC = _e-P— % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY c MATFAIA" ENGINEER RELATIVE COMPACTION ElPreliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT 6 Material Testing Section TEST NO C— 79a FIELD NO. ❑ RELATIVE COMPACTION cONT.NO.oR Control tests On Iw.a. OR P.O. OR AHFPr materials actually • entering into works. >PWII� 41 R If Contract, use contract item PROJECT T /�i= 3o�.�,E /en �i¢Ci`" AGENCY ��✓ =11I/� °-i°7- '`- ' _ RESIDENT ENGINEER (INSPECTOR) .T, r%e.y"/SOn/ CONTRACTOR - " %r=I ,d0r� SEND REPORT TO: CONSTRUCTION ❑ A GENCY ®. MAINTENANCE El SUBD. ❑ PERMITS El LOCATION S -4817 LT OF CL STA REPRESENTING LIMITS TYPE MATERIAL / '/ _ DEPTH —+r TO —����� BELOW FINISHED GRADE DATE ,=' TESTED BY:T 'X' IN PLACE DENSITY Aj INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY o3 E VOLUME SAND USED .3441 F VOLUME CONE + RING i G VOLUME TEST HOLE .1631 H WT. EXC. SAMPLE + TARE 'p I TARE WEIGHT 7. J WET WT. EXC. SAMPLE 7, K WET DENSITY IN PLACE 109.4 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2.e. A 3 DRY WT. 01 INITIAL WT. SPECIMEN %v MOIST. M N SP. GR. ROCK P WET WT. ROCK p DRY WT. ROCK WETWT. - a Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY > . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2.e. A 3 4 01 INITIAL WT. SPECIMEN po O P WET WT. AT COMPACTION p Q DRY WT. COMP. SPEC. R % MOISTURE > CONDITION OF MOLD S HT. COMPACTED SPECIMEN Z a T WET DENSITY V DRY DENSITY CONY, FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D I UNIT CONE+UNIT G =E - F K = J +G CONE .1667 1 - L= K +(100% +N) Q =O +(100 % +N) SM.RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) /3011 -83 R E C E I I B- 1140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY -/D 4 >o MOISTURE v.v0 RC = 7 TENT. RC = % SPECIFICATION: NL %. FEB 2 b 1OLLI NG WILL BE MADE AT END OF MONTH PUBLIC *0 DEP • BY RELATIVE COMPACTION RIALS ENGINEER P, * Ii inory tests prior COUNTY OF ORANGE ❑ to oW rd of contract. ROAD DEPARTMENT o • Material Testing Section •TEST NO. -C y� control tests on materials actually • entering into works. RELATIVE COMPACTION use contract item FIELD NO.� =� CONT. NO. OR (W.O. OR P.O. OR AHFP) DATE REPTO. PROJECT _ AGENCY RESIDENT ENGINEER (INSPECTOR) _ Al CONTRACTOR it.P /GF/XA�- t�rLc�O SEND REPORT TO: CONSTRUCTION ❑ °A E oF�-.jg . MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION 1.7 /4ka.i'.€ LT OF CL STA ,Z� =,S t&0 REPRESENTING LIMITS TYPE MATERIAL +'% LTi Fi DEPTH'' L TO 9 �� BELOW FINISHED GRADE DATE - -'r> TESTED BY: / !4,6 t,_e -„e` IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED er i C WT. SAND USED 1z ego D TEST SAND DENSITY -,. d E VOLUME SAND USED ; 355- F VOLUME CONE + RING LO G VOLUME TEST HOLE S H WT. EXC. SAMPLE + TARE moo Mop I TARE WEIGHT p J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 29.2 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 214,4 3 DRY WT. Oj INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK e•a DRY WT. ROCK WET WT. - a Q DRY WT. - TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 214,4 3 4 Oj INITIAL WT. SPECIMEN P WET WT. AT COMPACTIONS e•a 2� ozc Q DRY WT. COMP. SPEC. R % MOISTURES CONDITION OF MOLD, �1 S HT. COMPACTED T WET DENSITY S, V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C- 0 I UNIT CONE +UNIT G =E - F K = J -G CONE .1667 - L= K=000 % +N) Q =O +(100 % +N) SM. RING .0143 .1610 R = (P-Q) _ Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) F3a1143 140 I B- -S METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY I3, MOISTURE / C c-)C RC = w3 % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH M RELATIVE COMPACTION T • J 1• OPRELIMINARY TESTS PRIOR TO AWARD OF CONTRACT OPOTENTIAL SOURCE SAMPLE* AFTER AWARD OF CONTRACT CONTROL TESTS-ON MATERIALS ACTUALkY ENTERING INTO WORKS O SPECIAL TESTS ROAAO. RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION AGENCY: Co TY A F N SAMPLE OF e'&RSS #'011 C014 LIMIT5 OF SAMPLE gRkO LOCA. OF SOURCE LONG d OWNER OR MANUFACTURERS LOCATION COA DATE SAMPLED /-/ 9_68 BY FOR USE IN P.. s� COUNTY OF ORANGE ROAD DEPT. Meleriel Testing Sec i"R REPORT OF TESTS ON P. C. C. p u CUSS: D A SIZE: l IF CONTRACT, USE CONTRACT ITEM PROJECT NAME TTAIo'sORRe /Ni. cV CONTRACTOR fiST NO. E9— O :4, C7S AE FIELD NO. IM.0.mD.O. NU. AR �'3y� FED. NO. DATE REPTD. E. HENA SUB'D� Y', LR.9C NC . }.'. R N MPLE FROM NANTfTY ESENTED G y TITLE CpN3Ti .ZN.tP. RECEIVED PERMITS CU [3 BILLING WILL BE MADE AT END Of MONTH FE B 26 MATERIALS ENGINEER PALIC WORKS DEPT Z, 2 RESIDENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETE & MIX DESIGN DESIGN OF ®. CONTENT, M®®®® CU [3 BILLING WILL BE MADE AT END Of MONTH FE B 26 MATERIALS ENGINEER PALIC WORKS DEPT Z, 2 RESIDENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETE & MIX DESIGN E J 0 r w 3 - COARSE, MEDIUM. FINE < p - COARSE, MEDIUM. FINE ❑ 3" B COUNTY OF ORANGE • ROAD DEPT. Materiel Testing Section REPORT OF TESTS ON ASPHALT CONCRETE TYPE B IF CONTRACT(:- USR'CONTRACT ITEM J COUNTY PLANT NO. 12- CG+ff -+ .' W (Wr6rtr'P9 -Ne. or AHFP) DATE REPTD. Z - 16-19;Z PROJECT — JAMBCPEE/ pD AGENCY /UcwPo / -FiCcd RESIDENT ENGINEER (INSPECTOR `R J N�c CONTRACTOR gICIFrlTH cu OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUED. ❑ PERMITS ❑ PAVING GRADE ASPHALT PEN. 6070 ❑ 85100/ kIJ 120150 ❑ !� LOCATION OF AGGREGATE SOURCE O wL 4,, &Ar LIMITS OF PROJECT OWNER OR MANUFACTURER p CG.CIFF /Tnl e il. iS.d REPRESENTED .r00 f TONS DATE SAMPLED Z -/6n (DO BY AE/a TITLE ETI FOR USE AS BASE COURSE ❑ FINISH COURSE ❑ RESURFACE 0 BILLING WILL BE MADE AT END OF MONTH MATERIALS TESTING ENGINEER BY RESIDENT ENGINEER (CITY ENGINEER) F -301 -43.1 BITUMINOUS GRADING ANALYSIS TEST SPECIMENS SIEVE TIME SPEC. SPEC. NO. A B C D E F SPECIF. TEMPERATURE I�1 MOISTURE BITUMEN GRADE V' BIT. RATIO I�r 97 SP. GO. BRIG. % S STAB. RESULTS 3 B 5 SV �y� COH. RESULTS B I6 RT.VALUE 30 50 SUSG H2O co SWELL 120 MRS.1 200 PERMEABILITY Bif. VAPOR SUSC. GRADING OBTAINED BY COMBINING BINS AS FOLLOWS: BIN WT. SE BY T. A 0 NO. CYCLES MOIST. ABSORB. STABILOMETER COHESION 3 ; O Y FILM STRIPPING (ON COARSE CRUSHED PARTICLES= AGGREGATE) % IS MIN. 77° F. 2 Ov 0 FIELO COMP. SP. GR. LAB. SP. GR. RELATiVE COMP. I O RECOMMENDED BIT. CONTENT CONSIDERING ALL TEST DATA % REMARKS: 8d `MCI•) 'L� EOVIV. GAL. PER SG. TD, FOR 1" COM PACTED SURFACE= SAND EOUIVALENT SPECIP, TEMPERATURE TIME BITUMEN DRY AGG. COMP. MIX S 0 BILLING WILL BE MADE AT END OF MONTH MATERIALS TESTING ENGINEER BY RESIDENT ENGINEER (CITY ENGINEER) F -301 -43.1 BITUMINOUS >� I COUNTY OF ORANGE • ROAD DEBT. Material Testing Section 3 - COARSE. MEDIUM. FINF. / e REPORT O F T E 5 T 5 O N COUNTY PLANT NO I •• - COARSE, MEDIUM, FINE ASPHALT CONCRETE CONT. No. GI d 2 (W O. or P.O. No. AH P) • TYPE B B IF corvTRACr, USE conrgwcr ITEM ',� iiDATE RE ETD. PROJECT - Jgmacece/' C``n yAGENCY /VEwOat7- RESIDENT ENGINEER (INSPECTOR) �{ d .Nase,JK CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AAGENCY , MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ PAVING GRADE ASPHALT PEN. 6070 ❑ 85100 ®. 120150 ❑ LOCATION OF AGGREGATE SOURCE (OW C rSQ r-- UMITS OF PROJECT J_b L(0 %4a nAt /S 4Dcr OWNER OR MANUFACTURER Q/rFIT�sN Co_ i6AC,i REPRESENTED l'3np� TONS DATE SAMPLED Z - /S- 6> A' BY A EO TITLE E 7-" .r FOR USE AS BASE COURSE ❑ FINISH COURSE RESURFACE ❑ • u ❑ BILLING WILL BE MADE AT END OF MONTH MAT RIALS TESTING ENGINEER BY RESIDENT ENGINEER (CITY ENGINEER) F- 3011 -43.1 BITUMINOUS GRADING ANALYSIS TEST SPECIMENS SIEVE IME SPEC. SPEC NO. A B C D E F SPECIF, TEMPERATURE I�1 MOISTURE 1 BITUMEN GRADE N NO V O l� BIT. RATIO I�1 $P. GF, RIQ. % a STAB. RESULTS 3 q L O. `� COX. RESULTS 8 d I6 RT. VALVE 30 2 z- 50 SUSC. H2O SWELL (26 MRS.) 200 / p PERMEABILITY Bit J ` VAPOR SUSC. GRADING OBTAINED BY COMBINING BINS AS FOLLOWS: BIN WT. %BV WT. A Go 2` NO. CYCLES MOIST, ABSORB. STABILOMETER COHESION 3 Op FILM STRIPPING (ON COARSE CRUSHED PARTICLES = AGGREGATE) % 15 MIN. TT° P. 2 Z FIELD CORP. $P. GR. LAB. $P. GR. RELATIVE COMP. RECOMMENDED BIT. CONTENT CONBIOERING ALL TEST DATA % REMARKS: L/ M.c '�� O EOUIV. GAL. PER 50 YD FOR 1" COMPACTED SURFACE= SAND EQUIVALENT SPECIE. TEMPERATURE TIME BITUMEN DRY AGG. COMP. MIX o M1 3,/G% 0 w sz 3c Z'o° 0 zi�3c, ❑ BILLING WILL BE MADE AT END OF MONTH MAT RIALS TESTING ENGINEER BY RESIDENT ENGINEER (CITY ENGINEER) F- 3011 -43.1 BITUMINOUS ORANGE COUNTY ROAD DEPARTMENT & ERIALS TESTING LABORATORY ADVANCE REPORT OF COMPRESSIVE STREWN OF CONCRETE CYLINDERS PROJECT: Y 0.F I✓�WPc'�RT�.LJEfKN LOCATION: J19%iA 126E _,e0,419 LJ.R. USE: DATE CAST: Z- g -6� AGE WHEN TESTED: 7 Oi9ys TEST NO. 6;,Y 73/ 45X 237 � 'eq-- .2 lecl ZC __.243 STRENGTH PSI: `�_lc ©/?e S6_1& % 46 'so REMARKS: PHONE: 834-3488 AREA CODE 714 F 301 1 -85 I— MATERIALS ENGINEER ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT ` �� Material Testing Section TEST NO' 73 7 FIELD NO. j- o ma e; ally actually RELATIVE COMPACTION W.OTOR P.OR0;3A HF� • entering into works. DATE PTD. — If contract, use contract item PROJECT �7 'IZX6e n� AGENCY �^� -E���r �3�'�c /s i210 RESIDENT ENGINEER (INSPECTOR) CONTRACTOR L--F•c'-�' coni�7, SEND REPORT TO: CONSTRUCTION El AGENCY OUTSIDE ❑ MAINTENANCE ❑ SUBD. ❑ PERMITS E] LOCATION so..P.EF /� "c7c� - .�'� " a LT OF rE STA �-Z C LZQ REPRESENTING LIMITS TYPE MATERIAL DEPTH TO - j'17'� BELOW FINISHED GRADE DATE - -as'- Gd TESTED BY: , wl�ze 7 s Z 45//4z IN PLACE DENSITY Al INITIAL WT. TEST SAND LAS B WT. SAND RETAINED 3 C WT. SAND USED _' .� D TEST SAND DENSITY N E VOLUME SAND USED �^ g _ F VOLUME CONE -+ RING G GI VOLUME TEST HOLE O H WT. EXC. SAMPLE + TARE 1 TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE IC' K WET DENSITY IN PLACE O ,O L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAS WET WT. 214, 1 3 DRY WT. O INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK 7 DRY WT. ROCK WET WT. - a Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY .I.. i . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 W. Id 214, 1 3 4 O INITIAL WT. SPECIMEN Z2 da zZ O C� P WET WT. AT COMPACTION 7 Q DRY WT. COMP. SPEC. R % MOISTURE .I.. i } S, CONDITION OF MOLD S HT. COMPACTED SPECIMEN , o I 1 o T WET DENSITY Vi DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = .:� VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K = J G CONE .1667 - L - K - (100% +N) Q = 0 _ (100%+ N) SM. RING .0143 .1810 Q V = FACTOR x Q= S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F PcP`�IVE� • � � ' 196 i B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY It / MOISTURE at lm>E RC= 87.4 % TENT. RC = % SPECIFICATION: NL_ %_ ❑ BILLING WILL BE MADE AT END OF MONTH PUSL� �t�pi unJ iJiJ ■j BY MA.3eRIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) F3011 -33 RELATIVE COMPACTION _, L U • ❑ P,eliiurdoot COUNTY OF ORANGE contractior to • ROAD DEPARTMENT B Material Testing Section TEST O. C— 739 13, 25 C FIELD NO. Z �J ®Control tests n RELATIVE COMPACTION 1W.O.OR P.D. OR Xd= N E A// FP 396 entering into works. F DATE REPTD. ' 1 9 L9 If contract, use contract item VOLUME TEST HOLE PROJECT Ae.1 Y-A FM AGENCY GZK£NPC '-7 RESIDENT ENGINEER (INSPECTOR) .T To Nn/.icnJ CONTRACTOR Ci)E(:> C<n•s T. SEND REPORT TO: CONSTRUCTION ❑ AGENCY (� MAINTENANCE ❑ SUED. ❑ PERMITS ❑ LOCATION 0-,q n)dc!-� c /,5" .S TO em, li 2,91A" 4 dj?) LT OF (L STA 167 +;C .S REPRESENTING LIMITS Z 1 O TYPE MATERIAL 1'.i . tS' • F• 1. DEPTH 4 TO 4' J BELOW FINISHED GRADE DATE 2 - 1 S'' l- 8 TESTED BY: ) ^I - j 1. N S ti I- IN PLACE DENSITY Al INITIAL WT. TEST SAND A P7. b S B WT. SAND RETAINED 13, 25 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING ' 1 9 L9 G VOLUME TEST HOLE ' a - L H WT. EXC. SAMPLE + TARE z -- 0 1 TARE WEIGHT 2 E3 0 J WET WT. EXC. SAMPLE Z 1 O K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE w METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2„e, ,*, 34 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK a DRY WT. ROCK - WET WT. - 3 Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1,4,A 2„e, ,*, 34 4 01 INITIAL WT. SPECIMEN oo 00 P WET WT. AT COMPACTION a .ZS /D Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD d w S HT. COMPACTED SPECIMEN o T WET DENSITY - V DRY DENSITY CONV. FACTOR-0.592 FACTOR x Q = VOLUMES, C. F. C= A- B E= C.' D UNIT CONE +UNIT G =E - F K =G CONE .1667 - L = K - (100% +N) Q = 0 _ (100% + N) - SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F `J RESIDENT ENGINEER (CITY ENGR.) /3011 -83 1140 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY id 9 �o MOISTURE n/ RC = & TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH M RELATIVE COMPACTION IALS ENGINEER IN PLACE DENSITY ❑ Preliminary tests prior COUNTY OF ORANGE 44. 59 B to award of contract. • ROAD DEPARTMENT . C WT. SAND USED - Z. O Material Testing Section TEST NO. C— %39 N E VOLUME SAND USED ,.3e _Z FIELD NO. 3 VOLUME CONE + RING Control tests on RELATIVE COMPACTION CONT. NO. OR 1W.0. OR P.O.ORGHFP� materials actually 2 S I TARE WEIGHT � -4G J entering into works. z z, l 0 f c , B , F. L1 PG R� p • L DRY DENSITY IN PLACE If contract, use contract item DATE REPTO. S HT. COMPACTED SPECIMEN PROJECT r AGENCY��f�'e: ✓; ='. j F.l�is RESIDENT ENGINEER (INSPECTOR)_i� /. i in�LLEY CONTRACTOR D SEND REPORT TO: CONSTRUCTION El AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS El VI LOCATION TAU -R a i'e e � ( W ua L 11y r< > R LT OF CL STA /7J 1-M8 REPRESENTING LIMITS CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. TYPE MATERIAL ii� R F . DEPTH TO 9 BELOW FINISHED GRADE UNIT CIA ➢ 17 - 1 S- y P_ BY: W L.( < � � < L . K= J+ G CONE .1667 IN PLACE DENSITY A INITIAL WT. TEST SAND 44. 59 B WT. SAND RETAINED ( Z. S C WT. SAND USED - Z. O D TEST SAND DENSITY N E VOLUME SAND USED ,.3e _Z F VOLUME CONE + RING / 969 G VOLUME TEST HOLE . / EX C. SAMPLE + TARE 2 S I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE z z, l 0 K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 1114 3 DRY WT. O INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK p p DRY WT. ROCK WET WT. — -33 Q DRY WT. — 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 1114 3 4 O INITIAL WT. SPECIMEN .L-) P WET WT. AT COMPACTION p p O Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD C o <c CL/C>L' it S HT. COMPACTED SPECIMEN T WET DENSITY D o20 4 VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G= E— F K= J+ G CONE .1667 — L= K— (100`io +N) Q =0- (100 % +N) SM. RING .0143 .1810 R = (P —Q) . Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F U RESIDENT ENGINEER (CITY ENGR.) F3011 -83 ELO L 8� METHOD A ❑ B Ga� SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY r I� MOISTURE LA&J RC TENT. RC = SPECIFICATION: NL %. ❑ BILLING WILL BE MADE AT END OF MONTH LaiQ RELATIVE COMPACTION ❑ Preliminary tests prior • COUNTY OF ORANGE • to award o contract. ROAD DEPARTMENT Material Testing Section TESTNo. C— J o Ii FIELD NO. / ra- RELATIVE COMPACTION CON T. NO.OR —. Control tests on (W.O. OR P.O. OR�A HFP) 34>e materials actually entering into works. • DAT EPTD. If contract, use contract item PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) Gw CONTRACTOR �sP /CGTf� Cy SEND REPORT TO: CONSTRUCTION ❑ AGENCY C� MAINTENANCE ❑ SUBD. El PERMITS El LOCATION Eat r 22 7zAl S._a s - RT LT OF (L STA f &srfao REPRESENTING LIMITS TYPE MATERIAL ^1,5'eF DEPTH -Po "" TO 3L"' I r+ ncucn � F DATE 11 /' -6,+P TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND ¢5.25 B WT. SAND RETAINED /5•Go C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY 89.56 E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. - i3 H WT. EXC. SAMPLE + TARE L? 90 I TARE WEIGHT L96 J WET WT. EXC. SAMPLE 2G•oo K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - a Q DRY WT. - i3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY %1EL . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 40 2 QD P WET WT. AT COMPACTION 2340 Q DRY WT. COMP. SPEC. R %MOISTURE %1EL —2.5 CONDITION OF MOLD C�. OV, c/ ✓.vOE4 S HT. COMPACTED SPECIMEN 1, 13 /U•91 T DENSITY I V _WET DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G= E- F K= J+ G CONE .1667 - L = K + (100 %, +N) Q = 0 _ (100% + N) SM. RING .0143 .1810 R = (P-Q) - Q V = FACTOR x Q +, S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • 1 B� 3.1 METHOD A C3 B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = SS % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH e=. RESIDENT ENGINEER (CITY ENGR) F30I1 -83 RELATIVE COMPACTION ENGI ❑Preliminary tests prior • to award of contract. COUNTY OF ORANGE • ROAD DEPARTMENT INITIAL WT. TEST SAND 47.E B WT. SAND RETAINED i/. 75 Material Testing Section TEST 0� C— %b3 WT. SAND USED •��%23 D FIELD NO. Q X3555 Control tests on t� RELATIVE COMPACTION CONT. NO.OR IW .O. OR P.O. OR /iF �Qy materials actually ?366 G VOLUME TEST HOLE entering into works. '. WT. EXC. SAMPLE + TARE • i If contract, use contract item DATE REPTD. J WET WT. EXC. SAMPLE PROJECT 'Lb, AGENCY WET DENSITY IN PLACE RESIDENT ENGINEER (INSPECTOR) CONTRACTOR _v.2 :• =r'':/ (a• DRY DENSITY IN PLACE SEND REPORT TO: CONSTRUCTION ❑ AGENCV E MAINTENANCE ❑ SUBD. El PERMITS ❑ LOCATION " =:r _f_ -= "%ice -S ti. swc RT LT OF CL STA S REPRESENTING LIMITS TYPE MATERIAL '/ "S7 DEPTH v,Q TO 1O° BELOW >+ rNa 'Q DATE TESTED BY: AAA /? IN PLACE DENSITY A INITIAL WT. TEST SAND 47.E B WT. SAND RETAINED i/. 75 C WT. SAND USED •��%23 D TEST SAND DENSITY X3555 E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING ?366 G VOLUME TEST HOLE . /$ /47 H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE Qp,7o K WET DENSITY IN PLACE L DRY DENSITY IN PLACE F_.✓. METHOD A MOISTURE SAMPLE FIELD LAe WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK ?366 WET WT. - a DRY WT. - 3 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN ?300 ?300 P WET WT. AT COMPACTION ?366 ?o00 Q DRY WT. COMP. SPEC. R % MOISTURE f 79 6�EZlJ CONDITION OF MOLD F_.✓. �^"k4 S HT. COMPACTED SPECIMEN T WET DENSITY /? /3/•6 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q - VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E -F K = J +G CONE .1667 - L = K (100% +N) Q = 0 = (100% + N) SM. RING .0143 .1810 R = (P -Q) -r Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F is 1140 1120 7E I B� METHOD A ❑ B R- SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 132 MOISTURE 4/ oe? RC = SE % TENT. RC - % SPECIFICATION: NLv% ❑ BILLING WILL BE MADE AT END OF MONTH Ru RESIDENT ENGINEER (CITY ENGR.) F3011 RELATIVE COMPACTION -09 ❑Prehminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT �d Material Testing Section TEST NO. C— 764 FIELD NO. 3 RELATIVE COMPACTION CoNT. NO. oR Control tests on Iw.o. oR R o. o 91G materials actually entering into works. -9,x- .,\• DATE REPT D. aZ - /ice 68 If contract, use contract item PROJECT �.o�t >r�eRFf->�'t AGENCY %EwPU.ar 8E =.�✓ RESIDENT ENGINEER (INSPECTOR) CONTRACTOR c29c0 SEND REPORT TO: CONSTRUCTION ❑ AGENCY Ca' MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION /6" .C'_=P RT LT OF CL STA REPRESENTING LIMITS TYPE MATERIAL wo•f" DEPTH G' TO 12' BELOW FINISHED GRADE DATE 2-/, =- TESTED BY: ��•�aEL IN PLACE DENSITY Al INITIAL WT. TEST SAND moo. /o 8 WT. SAND RETAINED i2oS C WT. SAND USED 4 D TEST SAND DENSITY 8s -n5r E VOLUME SAND USED .335.7 F VOLUME CONE + RING . =z4 /O G VOLUME TEST HOLE 4 H WT. EX C. SAMPLE + TARE I TARE WEIGHT �:9p J WET WT. EXC. SAMPLE i7.Sa K WET DENSITY IN PLACE L DRY DENSITY IN PLACE C.L. METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 2.1.48 WET WT. — 4 DRY WT. — 4 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN (00 �}QQ P WET WT. AT COMPACTION 2.1.48 'LQ•QQ Q DRY WT. COMP. SPEC. R %MOISTURE +2.Q P)EL CONDITION OF MOLD C.L. UNDE S HT. COMPACTED SPECIMEN 1). %B T WET DENSITY 1 )2a. 20.3 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D I UNIT CONE +UNIT G- E- F K= J_ G CONE .1667 - L =K +(100 % +N) Q =O +(100 % +N) SM. RING .0143 .1610 R = (P -Q) - Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • E 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 113 122 MOISTURE 1 !° UNDER RC =--3-3—% TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F3011 -83 RELATIVE COMPACTION .1 N,p1Eg1A�- SjGSREHEGYgONDERkY ' DEPpRtMENt ENGTN OF CON �GEGOVNSpoROODGOMPRE55 \v�f �� OR ADV ANGE USE" 5.\ED. PHO�ECT, AGE WHEN TE 6��ZZG TEST ND / G STRENG �ALS EN \VEER vtx F foAFiK5'• MA 4 3ASS PP EGOD E-7j4 V 30 \A,95 • EjPreliminary tests prior to award of contract. ❑' Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT �.. , . Material Testing Section RELATIVE COMPACTION If contract, use contract item I _ST C— %27 FIELD NO. -T O T CONT. NO. OR WT. SAND RETAINED (..O. OR P.O. OR AHFP) WT. SAND USED Z3. DATE REPT . S`-4 5 E PROJECT QC AG Fr PwT AGENCY C i %y o + Alaw�r,r ' RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGEV,E AGENCY •P MAINTENANCE 0 SUED. ❑ PERMITS ❑ LOCATIO a as Fr'0NY (.n" RTO OF(_ 'h 00 REPRESENTING LIMITS TYPE MATERIAL L,u DEPTH 2 TO St BELOW FINISHED GRADE DATE r % 14 i TESTED BY: :� • >, �aNrt� IN PLACE DENSITY A INITIAL WT. TEST SAND - (.r+ B WT. SAND RETAINED 3 C WT. SAND USED Z3. D TEST SAND DENSITY 5 E VOLUME SAND USED ,2 F VOLUME CONE + RING 7. G VOLUME TEST HOLE ( G H WT. EXC. SAMPLE + TARE TOTAL DRYWT. I TARE WEIGHT q J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT, 90c, 3 DRY WT. 3 INITIAL WT. SPECIMEN %MOIST. M 0 N SP. GR. ROCK WET WT. AT COMPACTION WET WT. ROCK DRY WT. ROCK 'Z =' ? WET WT. - a ( G DRY WT. TOTAL DRYWT. •3 % ROCK Z ^tG, CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G =E - F K = J =G CONE .1667 - L =K +(100% +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216•F • REC rI v�� Fern - C I a- It] A METHOD A W B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1 i e 137 MOISTURE n RC= 95 % TENT. RC = % SPECIFICATION: NIL %. 4 BILLING WILL BE MADE AT END OF MONTH J$1 C YrpR BY RESIDENT ENGINEER (CITY ENGR.) "hLATIVE COMPACTION F3011 -83 ❑ Preliminary tests prior COUNTY OF ORANGE INITIAL WT. TEST SAND to award o1 contract. • ROAD DEPARTMENT o8C— 7a-8 ,p L Material Testing Section TEST ' D FIELD NO. (2 ,•� L Decontrol tests °a RELATIVE COMPACTION (11. NOT NO. OR o IW O OR P O OR ."P) materials actually materials F 9,,.a 4 k entering into works. F VOLUME TEST HOLE • If contract, use contract item DATE REPTD. Y PROJ E CT I-'C e ciN �r�D;. iti ;' KIM4 l0.1 y.. .AGENCY C "r•'i_ '� RESIDENT ENGINEER (INSPECTOR) '- aak I=arrA CONTRACTOR er'u A\ OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY "; : MAINTENANCE ❑ SUBD. El PERMITS El LOCATION yea N.- Fro "T ;:; 41?' R D OF�j TA *' REPRESENTING LIMITS DRY DENSITY IN PLACE 14:z. a� F TYPE MATERIAL Law DEPTH Z TO � BELOW FINISHED GRADE � // DATE z- / '' - L., TESTED II BY: +7 '; ' �v QA/ r,y IN PLACE DENSITY A INITIAL WT. TEST SAND 44,15 B WT. SAND RETAINED ,p L C WT. SAND USED '_; (;;' , I ti D TEST SAND DENSITY G E VOLUME SAND USED M F VOLUME CONE +RING A 9 G VOLUME TEST HOLE �o O H WT. EX C. SAMPLE + TARE - I TARE WEIGHT WET WT. - i J WET WT. EXC. SAMPLE '� C K WET DENSITY IN PLACE TOTAL DRY WT. L DRY DENSITY IN PLACE 14:z. METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD 1 LAB WET WT. 4 01 INITIAL WT. SPECIMEN DRY WT. MOIST. M N SP. GR. ROCK Q WET WT. ROCK DRY WT. ROCK ,77 WET WT. - i I C DRY WT. - a u 7 TOTAL DRY WT. f % ROCK S CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR—_O.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E — F K =J =G CONE .1667 — L =K- (100% +N) Q =0= (100 % +N) SM. RING .0143 .1810 R = (P —Q) + Q V = FACTOR x Q _ 5 LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F301143 i B� —S FIELD +5 (%WET) METHOD A B ❑ SUMMARY RECORD WHOLE NUMBERS N OPT. PLAICE 4 DENSITY -1 MOISTURE I R = /co +% TENT. RC = % SPECIFICATION: NL_ %. 4 BILLING WILL BE MADE AT END OF MONTH WA MATERI RELATIVE COMPACTION Ei Preliminory tests prior to award of contract. COUNTY OF ORANGE INITIAL WT. TEST SAND • ROAD DEPARTMENT O. //.7.5 Material Testing Sectiaa TEST C— 74A • D FIELD NO. .� R Control tests on RELATIVE COMPACTION (W O ?OR P 0. QR AHFP) materials actually F VOLUME CONE + RING entering into works. , = ^% :3' = ='= o DATE REPTD. • If contract, use contract item WT. EX C. SAMPLE + TARE PROJECT OCEFN F /�6NT f'.�:c :< = " -` -> — AGENCY I RESIDENT ENGINEER (INSPECTOR) • =�M--' •'t�<'ti��lk CONTRACTOR . SEND REPORT TO: CONSTRUCTi4N UUTSIIE El AyyENCY Q' MAINTENANCE ❑ SUBO. ❑ PERMITS ❑ LOCATION ccr.+Ar rRC %.vr S21�a'RT /MCOi4^!. RT LT OF rL STA REPRESENTING LIMITS DRY DENSITY IN PLACE 1'3 TYPE MATERIAL `" DEPTH TO c BELOW FINISHED GRADE DATE =- /''' "<' TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND Q0. 90 B WT. SAND RETAINED //.7.5 C WT. SAND USED ?•4, 13" D TEST SAND DENSITY g E VOLUME SAND USED 3 A Al F VOLUME CONE + RING . / P G VOLUME TEST HOLE . [ S 1G H WT. EX C. SAMPLE + TARE _-'q,gv I TARE WEIGHT s= op J WET WT. EXC. SAMPLE <;-, K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE 1'3 METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. O 3 DRY WT. Q INITIAL WT. SPECIMEN % MOIST. IMI ;',. #,.j N SP. GR. ROCK P WET WT. ROCK "7 5 DRY WT. ROCK TENT. RC = WET WT. — 7 11. DRY WT. — is TOTAL DRY WT. [ % ROCK 7 CORR.MAX.DENSITY 1327 clart . MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN DENSITY S 9 P WET WT. AT COMPACTION RC — 100 + % TENT. RC = % Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E — F K =J _ G CONE .1667 — L =K +(100 % +N) Q =0. (100 % +N) SM. RING .0143 .1810 R = (P —Q) - Q V = FACTOR x Q _ S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F • 1 9— METHOD A Er B ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. [ ro 137 DENSITY S 9 MOISTURE RC — 100 + % TENT. RC = % SPECIFICATION: NL %. [a BILLING WILL BE MADE AT END OF MONTH W-A FRESIDBNT ENGINEER (CITY ENGR.) RELATIVE COMPACTION I • ❑Preliminary tests prior to award at contract. �+ Control tests on materials actually entering into works. COUNTY OF ORANGE • ROAD DEPARTMENT 730 Material Testing Section TEST NO. C— FIELD NO. + Q 6 "NN RELATIVE COMPACTION IW.OTOR P OROAR AHFP) Ya j= IK DATE REPTD. a - IS- e G" PROJECT •:. c1 += 1' Y c �.... RESIDENT ENGINEER (INSPECT SEND REPORT TO: CONSTRU LOCATION�''�. E d Ar i�l`4'!Jy REPRESENTING LIMITS TYPE MATER�,4L DATE IN PLACE DENSITY Al INITIAL WT. TEST SAND y. -• ,• B WT. SAND RETAINED 1 C WT. SAND USED 4 D TEST SAND DENSITY x) E VOLUME SAND USED , 3 F VOLUME CONE + RING .101 1.17 G VOLUME TEST HOLE ¢' H WT. EX C. SAMPLE + TARE - I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE 2 K WET DENSITY IN PLACE '2, p L DRY DENSITY IN PLACE 14-5.4- If contract, use contract Item .' x-07 AGENCY e" I 1_ Fa r• ra r COfJTRAC ION ❑ AGENCY ® MAINTENANCE C SUBD., ❑ PERMITS ❑ LT OF/(C�STA - G DEPTH TO BELOW FINISHED GRADE TESTED BY: H C t-6 H C 1v r y METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M , j N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 5 , WET WT. — a , 00 DRY WT. --I' q TOTAL DRY WT.. % ROCK CORR.MAX.DENSITY 3 Ll.A�T • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %, MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C- D UNIT CONE +UNIT G =E — F K = J +G CONE .1667 — L= K +(100io +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P —Q) _ Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -83 i 9- ffln L y METHOD A CAB ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE -T I RC= 1CC i- % TENT. RC = % SPECIFICATION: NL_% M BILLING WILL BE MADE AT END OF MONTH BY °`" AT RIA LS ENGINEER RELATIVE. COMPACTION ❑ Preliminary ests prior COUNTY OF ORANGE to award or contract. • ROAD DEPARTMENT Material Testing Section TEST O. C— 73/ ` FIELD NO. ek (e CON ". NO. OR Q Control tests on RELATIVE COMPACTION (V.O. OR P.O.OR AHFP) materials actua 11 4 d ¢ k entering into works. DATE REPTD. • If contract, use.contract item PROJECT +~ +N FtsNT L" At9ENCY f2i RESIDENT ENGINEER (INSPECTOR) n�y+ ^rar CO TRACTOR (=+aL 0 ri•. SEND REPORT TO: CONSTRUCTION ❑ AGENCY LrJ MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION + eLN FrnuT 1; i; LT OF iL. STA -� 2 `� = REPRESENTING LIMITS TYPE MATERI L Q DEPTH ' +. TO BELOW FINISHED GRADE DATE J TESTED BY: 9, • ' y •i /]c A" (/ IN PLACE DENSITY Al INITIAL WT. TEST SAND w B WT. SAND RETAINED /p C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY D E VOLUME SAND USED M I f§.R31 F VOLUME CONE + RING ,) r G1 VOLUME TEST HOLE 2D H WT. EXC. SAMPLE + TARE Z +' 1 TARE WEIGHT 2 J WET WT. EXC. SAMPLE DRY WT. - K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE p METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD 1 LAB WET WT. C 01 INITIAL WT. SPECIMEN DRY WT. iz Z % MOIST. M I f§.R31 N SP. GR. ROCK Q WET WT. ROCK DRY WT. ROCK j WET WT. -; a DRY WT. - 7, i& 4- TOTAL DRY WT. CONDITION OF MOLD % ROCK CORR.MAX.DENSfTY HT. COMPACTED SPECIMEN . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %, MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E — F K = J +G CONE .16L — L= K_(100�o +N) Q= 0- (100 % +N) SM. RING .0143 .1810 Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F CJ I B- METHOD A &K B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 'S MOISTURE .1....//� RC =�% TENT. RC = % SPECIFICATION: NIL %. K BILLING WILL BE MADE AT END OF MONTH M +RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION ❑ Preliminary tests prior COUNTY OF ORANGE to award o contract. • ROAD DEPARTMENT Material Testing Section Test o8C— 73.Z ' FIELD NO. eo D-Control tests on RELATIVE COMPACTION (W N -T4 P.OROR AHFP7 at4-K materials actually p entering into works. /J6 —41.6" O DATE REPTD. • If contract, use contract item PROJECT- QCE.oiv AGENCY °�'�E'w- �o.V•�' �/ RESIDENT ENGINEER (INSPECTOR) ..1AG •. r.4A -.r44e CONTRACTOR.Ycc4 - r:21 00 IITIIIE 2_., SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCE El SUBD. ❑ PERMITS ❑ LOCATION -r— RT LT OF CL STA REPRESENTING LIMITS TYPE MATERIAL DEPTH - TO Gm BELOW FINISHED GRADE DATE S'- /.I - -: -'. TESTED BY: 1,je-CEz-Z IN PLACE DENSITY Al INITIAL WT. TEST SAND Sl,�, >5 B WT. SAND RETAINED ,-j- C WT. SAND USED 2� D TEST SAND DENSITY E VOLUME SAND USED I M 3 F VOLUME CONE + RING SP. GR. ROCK G VOLUME TEST HOLE rc H WT. EXC. SAMPLE +TARE DRY WT. ROCK I TARE WEIGHT �: p J WET WT. EXC. SAMPLE:.5'a DRY WT. - 3 K WET DENSITY IN PLACE TOTAL DRY WT. L DRY DENSITY IN PLACE i(gr METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. E'0 4 01 DRY WT. % MOIST. I M 3 N SP. GR. ROCK WET WT. ROCK DRY WT. COMP. SPEC. , 35 DRY WT. ROCK , WET WT. 4 3 % MOISTURE DRY WT. - 3 TOTAL DRY WT. C. O % ROCK CORR.MAX.DENSITY S HT. COMPACTED SPECIMEN . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L= K +(100io +N) Q =O= (100 %+N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • i B� METHOD A lkr B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY I 37 MOISTURE RC = 1 C G T % TENT. RC = % SPECIFICATION: NL_ %, 4 BILLING WILL BE MADE AT END OF MONTH BY ' MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR) F30I1-63 RELATIVE COMPACTION ' ORANGE COUNTY ROAD DEPARTMENT MATERIALS TESTING LABORATORY ADVANCE REPORT Of-C-QMPRESSIV FNGTH OF -CMSCJlE-T-E-CYLlt4-DERS i 1 -1 A . . - 1 i PROJECT:—c-- Z$ r 1,;n LOCATION: /–1 604;r-- -EJ ec,14 wv 6 DATE CAST: 2- 7- AGE WHEN TESTED: TEST NO. 161!� Z 7 Zcq-Z-20 2 Zzo STRENGTH PSI: -5--5-40 �70 4780 REMARKS: PHONE: 634-3488 AREA CODE 714 F 3011-85 MATERIALS ENGINEER 4 ❑ Preliminary tests prior I to award of contract. n. Control tests on .. materials actually entering into works. PROJECT •S A M 6012I— E RESIDENT ENGINEER (INS SEND REPORT TO: CO LOCATION SAM8012� REPRI TYPE DATE IN A INITIAL N B WT. SAND C WT. SAND D TEST SAN E VOLUME F VOLUME ( G VOLUME 1 WET WT. AT COMPACTION] VDRY Q DRY WT. COMP. SPEC. COUNTY OF ORANGE 1 ROAD DEPARTMENT Material Testing Secti01ll. TEST NO. C— � —�- FIELD NO - RELATIVE C0 A TION W OT OR P.O. P N• S... DATE REPT D. ^ irac uwc66 act item r �. ZO '' AGENCY C N' `- IRl G. W )VON CONTRA(?TOR ORIFFITH. _ OUTSIDE ® t M INTENA NCE1-0 SUBD. ❑ PERMITS CON LOCATION AGENCY A, E (TuKN. P GICET� t0 W. /NE0141V RT... LT OF STA 18 }� F , REMARKS: Test Method Calif. 216 -F } RESIDENT. ENM. R (CITY ENGR) ig METHOD A ❑ B SUMMARY . RECORD WHOLE NUMBERS IN OPT. ` PLACE DENSITY `i'�.2.Q' 13 MOISTURE f.% UNJ%EQ RC TENT. RC = % SPECIFICATION: ❑ BILLING WILL BE MADE AT END OF MONTH BY LATIVE COMPACTION MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 • O INITIAL WT. SPECIMEN �j +OO P WET WT. AT COMPACTION] Q DRY WT. COMP. SPEC. R %MOISTURE 1'1 .- .CONDITION OF MOLD CLN, Nu S HT. COMPACTED SPECIMEN T WET DENSITY 122:0 1,30. V DRY DENSITY - CONV. FACTOR--D.592 FACTOR x Q = VOLUMES, C.F. C = A — B E = C,- D' UNIT. CONE +UNIT G =E - F K =JAG CONE .1667 -. L = K '. (100% + N) Q =0= (100 % +N) SM. RING .0143 AB10 R = (P-Q) _ Q V = FACTOR x Q = S LG. RING .0302 , .1969 F , REMARKS: Test Method Calif. 216 -F } RESIDENT. ENM. R (CITY ENGR) ig METHOD A ❑ B SUMMARY . RECORD WHOLE NUMBERS IN OPT. ` PLACE DENSITY `i'�.2.Q' 13 MOISTURE f.% UNJ%EQ RC TENT. RC = % SPECIFICATION: ❑ BILLING WILL BE MADE AT END OF MONTH BY LATIVE COMPACTION ❑ Preliminary tests prior COUNTY OF ORANGE to award oI contract. • ROAD DEPARTMENT • (�$ Material Testing Section TEST No. C— 7!/ FIELD NO. -2 �i // materials tests t on RELATIVE COMPACTION � OTOR P OROR cFP J41f materials actually • entering into works. Qe- 'i-CST N. MEO ///"/ DATE REPTD. a I¢ - i F If contract, use contract item i PROJECT J..4ase9g. EE •�0 A' RESIDENT RESIDENT ENGIN15*R (INSPECTOR) G. h/'#,ef ✓NSOn "U�1 SEND REPORT TO:- CONSTRUCTION El AOcE71t?/ a LOCATION_ REPRESENTING LIMITS , TYPE MATERIAL /a'. DEPTH - DATE TESTED BY: =>•'7Z IN PLACE DENSITY A INITIAL WT. TEST SAND 35' "O B WT. SAND RETAINED S-Sn C WT. SAND USED 33.4 6 D TEST SAND DENSITY 84.00„ El VOLUME SAND USED ,3976 F1 VOLUME CONE + RING 15749 G VOLUME TEST HOLE DRY WT. - - H WT. EXC. SAMPLE + TARE I TARE WEIGHT 07C; J WET WT. EXC. SAMPLE -420 K WET DENSITY IN PLACE 120. L DRY DENSITY IN PLACE 3ENCY '-/" CONTRACTOR MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ 0H , RT LT OF CL STA ®` TO 6 BELOW FINISHED GRADE - r/E.P6_eL METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA --FIELD LAB WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN , MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY. WT. ROCK WET WT. _ is Q DRY WT. - - TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY •=3 C . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN !'400 °400 P WET WT. AT COMPACTION 2445 Q DRY WT. COMP. SPEC. R % MOISTURE •=3 C +-�- -� CONDITION OF MOLD S HT. COMPACTED SPECIMEN I. . T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K = J -G CONE .1667 — L= K- 000 % +N) Q =O= (100 % +N) SM. RING .0143 .1810 1 R = (P -Q) - Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • I 9— —S METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 3�o u ECG RC = :/w % TENT. RC = % SPECIFICATION: NL_ %, ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) F3011 -e3 RELATIVE COMPACTION -- Prelil y tests prior • to award o contract. • Control tests on materials actually 1 entering into works. PROJECT aAM BOREE Ra RESIDENT ENGINEEFFI(IISP €CTOR) SEND REPORT TO: fCON�,ijTR Lk T1 LOCATION - TA^'IBOPEE iL.T, TV REPRESENTING. LIMITSZ; ^'� COUNTY OF ORANGE A I INITIAL WT. TEST SAND 40.20 ROAD DEPARTMENT 1110 4 Material Testing Section TEST NO. 7f WT. SAND USED 4 FIELD NO. J RELATIVE COMPACTION $4. CC caNT Na 6 1W.0. AI, P N•S, - 3545 F VOLUME CONE + RING . I °) (0 G DATE REPTD. ai' /Q•- ��jp If,contract, use contract item V1 3 1 TYPE MAIAL N•Sr DEPTH____ DATE 2— 13_4-8. TESTED BY: HER IN PLACE DENSITY A I INITIAL WT. TEST SAND 40.20 BI WT. SAND RETAINED 1 C WT. SAND USED 4 D TEST SAND DENSITY $4. CC E VOLUME SAND USED - 3545 F VOLUME CONE + RING . I °) (0 G VOLUME TEST HOLE ,ICLe H WT. EXC. SAMPLE +TARE 22•'70 I TARE WEIGHT 3, ZQ J WET WT. EXC. SAMPLE ,1510 K WET DENSITY IN PLACE ( L9 .9 L DRY DENSITY IN PLACE C /uNOC.N Y _CONTRACTOR GRt FF1 T H I NTENANCE ❑ SUBD. ❑ PS ❑ IEOIAN RT LT OF CL STA 153 +'00 TO 1(0 tr BELOW FINISHED GRADE 09 METHOD A MOISTURE SAMPLE FIELD LAS WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. I M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WETWT. —a DRY WT. — s Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN �.acc� 24 O P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE leu> Z•7 CONDITION OF MOLD C /uNOC.N a�iF.t' S HT. COMPACTED SPECIMEN i T WET DENSITY V DRY DENSITY CONV. FACTOR-0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E — F K = J =G CONE .1667 — L =K =(100 �, +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P — Q) - Q V = FACTOR x Q _ S LG. RING .0302 .1969 . REMARKS: Test Method Calif. 216 -F i B- 1140 1120 .1 METHOD A ❑ B CL— SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY /G CJ /27 MOISTURE RC = % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY MAT RIALS E RESIDENT ENGINEER (CITY ENGR.) F3011 RELATIVE COMPACTION -93 ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT /G /i Material Testing Section TEST NO C— 6 �o C.� U J/�f FIELD NO. t pF % � CON T. NO. OR ♦k �� i EPCunrrol test o" RELATIVE COMPACTION NON R -° � j ° materials actuall _'�� . entering info works. 1`),S- 6,f DA T REPTO. 9'6 If contract, use contract item PROJECT jAC - ;r: ;'mot t<`J. IR �io�_h / .1= AGEttCY CINEwooer r1� =arc RESIDENT ENGINEER (INSPECTOR) CONTRACTOR T. SEND REPORT TO: CONSTRUCTION ❑ AGEN OuT5CV 1DE MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION R LT OF4DSTA REPRESENTfNG LIMITS TYPE MATERIAL M 5. 6,P, 15' STbrn� DPOWDEPTH J5 TO ..BELOW FINISHED GRADE DATE._' TESTED BY: • IN PLACE DENSITY MOLD NO. METHOD A MOISTURE SAMPLE A INITIAL WT. TEST SAND =, B WT. SAND RETAINED I,,1nC 2 FIELD LAB C WT. SAND USED 24. 4 S WET WT. D TEST SAND DENSITY gSt.oc DRY WT. E VOLUME SAND USED .3 5b % MOIST. M N F VOLUME CONE + RING . ! n I O SP. GR. ROCK G VOLUME TEST HOLE .; - G WET WT. ROCK H WT. EXC. SAMPLE + TARE - _>>,qp DRY WT. ROCK ,S X -1. TARE WEIGHT z ,-7 5 WET WT. - ; DRY DENSITY J WET WT. EXC. SAMPLE ��), L.S DRY WT. - 3 CONV.FACTOR =0.592 K WET DENSITY IN PLACE C= A— B TOTAL DRY WT. L DRY DENSITY IN PLACE G= E— F % ROCK CONE .1667 — L= K= (100 % +N) CORR.MAX.DENSITY SM. RING • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 4, / 3 4 01 INITIAL WT. SPECIMEN 2360 2 P WET WT. AT COMPACTION 2- Q DRY WT. COMP. SPEC. R % MOISTURE + 3.L' CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY ,S X -1. V DRY DENSITY CONV.FACTOR =0.592 FACTOR xQ VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G= E— F K= J+ G CONE .1667 — L= K= (100 % +N) Q =O= (100 %, +N) SM. RING .0143 .1810 1 R = (P—Q) + Q V = FACTOR x Q + S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) r3011'43 i B— METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 7 U RC = % TENT. RC = % SPECIFICATION: NL —% ❑ BILLING WILL BE MADE AT END OF MONTH M RELATIVE COMPACTION.. �rxcars4 .�.ra ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT it WET WT. Material Testing Section = TEST No. C— • dWT. WT. SAND USED FIELD NO. `Control tests on TEST SAND DENSITY RELATIVE COMPACTION CONY NO.OR IW .O. OR P.O. ORACM� '• materials actually y F VOLUME CONE + RING • entering into works.'. G . DATE REPTD. 9 —t 6 H WT. EX C. SAMPLE + TARE If contract, use contract item I PROJECT ✓ " Z 5 RESIDENT ENGINEER (INSPECTOR)_ ♦AGENCY fir. IN:..✓G.•��"�r CONTRACTOR SEND REPORT TO CONSTRUCTION El A60 y ❑' MA NTENAN``CE ❑ SUBD. ❑ # A�IITS ❑ LOCATION ^'�'- �'��' :' '7N rM �u N,L RT LT OF CL STA i� TlU REPRESENTING LIMITS DRY DENSITY IN PLACE TYPE MATERIAL AJ,S %aLaN DEPTH L' TO /?- BELO_ W FINISHED GRADE DATE < TESTED BY:. &___"" IN PLACE DENSITY A INITIAL WT. TEST SAND '6 `I, 1 C WET WT. SAND RETAINED $,6D dWT. WT. SAND USED 3 0, S6 DI TEST SAND DENSITY N El VOLUME SAND USED y F VOLUME CONE + RING G VOLUME TEST HOLE �; e Z H WT. EX C. SAMPLE + TARE ,5 s I TARE WEIGHT Z 5 J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE i 3 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 aA2 3 DRY WT. O INITIAL WT. SPECIMEN % MOIST. M N SIP GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. — ( DRY WT. — i TOTAL DRY WROCK R CORR.MAX.DE ' . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 aA2 3 4 O INITIAL WT. SPECIMEN -r 2's,06' P WET WT. AT COMPACTION ( DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD! S HT. COMPACTED SPECIMEN T WET DENSITY >, 7, 3 1 -r. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = r,;r�, 3 VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L= K+(100 % +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) r3011 -33 1 B- METHOD A ❑ B 0 . SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RIC = j % TENT. RC = % SPECIFICATION: NL %. ❑ BILLING WILL BE MADE AT END OF MONTH Lori MATER IKLS ENGINEER RELATIVE COMPACTION ElPreliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section TEST NO. FIELD NO. 5) 0 1= 7 o RELATIVE COMPACTION "'J", .OR *Control tests on Iw.o. R o. o AHFP) 34G materials actually • entering into works. - . ,/, j DATE REPT D. IF contract, use contract item PROJECT YnA �•.' _ - "�g� � AGENCY ti7 t?c',ycH RESIDENT ENGINEER (INSPECTOR) 17 CONTRACTOR !'eiFFrr/ AGUrgCY SEND REPORT TO: CONSTRUCTION ❑ ❑ MAINTENANCE ❑ SUBo- PERMITS ❑ LOCATION RT LT OFX STA 4TYA9O REPRESENTING LIMITS ` TYPE MATERIAL -ti'.S DEPTH - TO BELOW FINISHED GRADE DATE -; TESTED BY: - - IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 4.,e$ C WT. SAND USED aS- D TEST SAND DENSITY r..t..�.; E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. H WT. EXC. SAMPLE +TARE 24.- :5 I TARE WEIGHT —I Cj J WET WT. EXC. SAMPLE z D K WET DENSITY IN PLACE — L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 f. R. 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK Z O DRY WT. ROCK WET WT. —a Q DRY WT. TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY Z. S- • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1, 0, 2 f. R. 3 4 01 INITIAL WT. SPECIMEN Z A C' 0 z 4 C b P WET WT. AT COMPACTION Z O d c G Q DRY WT. COMP. SPEC. R %MOISTURE Z. S- I'IELD CONDITION OF MOLD o U E Z UN947 ,Y S HT. COMPACTED SPECIMEN 1 1, 1, 9s T WET DENSITY J2 1. p / / 9, / V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C. D UNIT CONE +UNIT G =E — F K =J =G CONE .1667 L =K= (1004 +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P —Q) - Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F 11 RESIDENT ENGINEER (CITY ENGR) 13011-03 i B— METHOD A ❑ El j2 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / / tea. MOISTURE.1%It PF - RC = Z E % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH BY MATER LS ENGINEER RELATIVE COMPACTION F-1 Preliminary tests prior COUNTY OF ORANGE INITIAL WT. TEST SAND to award of contract. . ROAD DEPARTMENT - • O. WT. SAND RETAINED 1 Material Testing Section TEST C— �'5 �., I C'. D FIELD NO.Z q�� �t Control tests on RELATIVE COMPACTION CONT. .O. Na aR M.O. OR . o ANF 1 34C materials actually G VOLUME TEST HOLE entering into works. DATE REPTD. . If contract, use contract item CORR.MAX.DENSITY J PROJECT �IVW7eOlz<: AGENCY �' - K RESIDENT ENGINEER (INSPECTOR) �v✓1Jgyc%r&"l CONTRACTOR L SEND REPORT TO: CONSTRUCTION ❑ AGEN au7sioCY E O MAINTENANCE ❑ SUBD.•❑ PERMITS El LOCATION 7" M¢aiictr✓ RT LT OF CL STA 4- 81 `F'S REPRESENTING LIMITS HT. COMPACTED SPECIMEN >z TYPE MATERIAL EPTH TO / Z BELOW FINISHED GRADE DATE TESTED BY: I 'E ' T IN PLACE DENSITY A INITIAL WT. TEST SAND .�5,3 B WT. SAND RETAINED 1 CWT SAND USED �., I C'. D TEST SAND DENSITY N E VOLUME SAND USED 35 F VOLUME CONE + RING G VOLUME TEST HOLE , 16 H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE y, S K WET DENSITY IN PLACE - L DRY DENSITY IN PLACE - ,,,� „ °.:z3 METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WET WT. - i DRY WT. - 3 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE ,• CONDITION OF MOLD - ,,,� „ °.:z3 �^�' , S HT. COMPACTED SPECIMEN >z T WET DENSITY '26. Z V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L =K +(100 % +N) (100% Q 0 + SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F C� RESIDENT ENGINEER (CITY ENGR.) /3011 -83 1140 1 B- _5 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY a MOISTURE RC = 7 % TENT. RC = % SPECIFICATION: ❑ BILLING WILL BE MADE AT END OF MONTH BY MATER RELATIVE COMPACTION. e ❑ Preliminary tests prior COUNTY OF ORANGE ro award of contract. • ROAD DEPARTMENT B Material Testing Section . TEST o'7-'C-. ..c FIELD FIELD NO. R%Control tests on RELATIVE COMPACTION (.O. OR P OROR A FPA 5 4� materials actually TEST SAND DENSITY • entering into works. N ,y.,,, , DATE REPTD. 6by item VOLUME SAND USED If contract, use contract PROJECT ...���.�.,scs _ �- .-.i::�- ✓ =/3gw "Tlr 1 iL`c' 1-' � - = �_AGENCY� RESIDENT ENGINEER (INSPECTOR) - .v. _ /Q../ co„/ CONTRACTOR 5 6-i/ SEND REPORT TO: CONSTRUCTION ❑ oUTRIIE',Q MAINTENANCE ❑ SUBD. [:1 PERMITS ❑ AGE Y- LOCATION Kr 't=E 4,-; - RT LT OF.(L STA /= ­ " " REPRESENTING LIMITS - TYPE MATERIAL - DEPTH _ TO BELOW FINISHED GRADE DATE 1—f TESTED BY: IN PLACE DENSITY Al INITIAL WT. TEST SAND j;: is B WT. SAND RETAINED ..c C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY N E VOLUME SAND USED 6 F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. - 3 H WT. EXC. SAMPLE + TARE �. -)c I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE z 2 , K WET DENSITY IN PLACE -, L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE 17FIELD LAB WET WT. 2y. FI, 3 DRY WT. 01 INITIAL WT. SPECIMEN %, MOIST. M N SP. GR. ROCK P WET WT. ROCK 4 p DRY WT. ROCK ;VETWT. -; Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY F I L • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 C) .;I, 2y. FI, 3 4 01 INITIAL WT. SPECIMEN 4,00 P WET WT. AT COMPACTION 4 p 2 d 7 v Q DRY WT. COMP. SPEC. R % MOISTURE F I L _{- 3, p CONDITION OF MOLD ax t /NPr2. F° P(, Obc R S HT. COMPACTED SPECIMEN T WET DENSITY () Z c> V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K +(100 % +N) Q =O +(100`7 +N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) r3011 -93 1 9- r METHOD A ❑ E3 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / MOISTURE %: /. E RC = /00 TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WI LL. BE MADE AT END OF MONTH BY RELATIVE COMPACTION R ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT • Material Testing Section mteralsactually RELATIVE COMPACTION • entering into works. 1 (� a -F If contract, use contract item TEST NO. -C- 85 FIELD N0. CEO' o CONT. NO. IW.O. OR P.O O A1 '¢G� DATE REPTD. PROJECT�0. 6N` -nr'1 e. i -- f'_aP WglBQ It "AGENCY C ;T-ii 01 6'IC etZOrT Sea'C4, RESIDENT ENGINEER (INSPECTOR) T.:rry 1. CONTRACTOR(_ r� WA71 -4 ... - '-7-. 7AGEpCV SEND REPO T TO: CONSTRUCTION ❑ ❑ "- MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ i LOCATION 0.'+, 't, -f t.: IC:.A. '-�D �RT� LT OF�TA I �'��� r -'r^r� REPRESENTING LIMITS TYPE MATERIAL' _ Fi E /JAIiR MA, 'fl DEPTH TO Q BELOW FINISHED GRADE DATE =/ TESTED BY' Werb 1- eN: - IN PLACE DENSITY A INITIAL WT. TEST SAND b B WT. SAND RETAINED G C WT. SAND USED ? 15 D TEST SAND DENSITY N E VOLUME SAND USED ,3 ,Z. F VOLUME CONE + RING I o!cq G VOLUME TEST HOLE • ! $ S H WT. EXC. SAMPLE + TARE 5 I TARE WEIGHT ; , 7 5 J WET WT. EXC. SAMPLE ;?3- 0 S K WET DENSITY IN PLACE L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 3 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK . P DRY WT. ROCK WET WT. - a DRY WT. - 3 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 3 2 3 4 01 INITIAL WT. SPECIMEN _...� cc o„ o P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN ,, 0 T WET DENSITY I.,Zf6 .�i V DRY DENSITY CONV. FACTOR--0.592 FACTOR x Q = VOLUMES, C.F. C = A - B E = C = D I UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L= K +(100 'j. +N) Q= 0_(100 +N) SM. RING .0143 .1810 R = (P -Q) ;- Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR.) r3at1 93 140 1 13- METHOD . A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY / a MOISTURE uN> RC = 'i °- % TENT. RC = % SPECIFICATION: NL, %. ❑ BILLING WILL BE MADE AT END OF MONTH BY MATERIALS ENGINEER RELATIVE COMPACTION PreNminary tests prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT Material Testing S.ection TEST O C— c FIELD NO. 7 pf7 7 y RELATIVE COMPACTION NO. OR 1 ( Control teas on Iw W O o. OR O oR R� .34G L� moterials actually • entering into works. DATE REPTD. X02 If Contract, use contract item PROJECT ,T:;,a- i= :.;e.,." .'2UC -156 AGENCY r'1NFNA;112JQ7- RESIDENT ENGINEER (INSPECTOR) C-, M/- NA: cnN CONTRACTORS- Aki'% -C' r Z A %, SEND REPORT TO: CONSTRUCTION ❑ AG E MAINTENANCE ❑ SUBD: El PERMITS ❑ LOCATION Ts ?n.rY; .;, tv.t'/ �;' _ RT OF STA REPRESENTING LIMITS TYPE MATERIAL V,,, L f- DEPTH � TO J-�BELOW FINISHED GRADE DATE 2 - :,_ . TESTED BY: Azz y— la a, 1PRHL IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED A... C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY N E VOLUME SAND USED " F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. — 3 H WT. EXC. SAMPLE + TARE c v I TARE WEIGHT -1 J WET WT. EXC. SAMPLE / c` K WET DENSITY IN PLACE ?� L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 11. , 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. I M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. —; Q DRY WT. — 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 A 2 11. , 3 4 01 INITIAL WT. SPECIMEN �_ L, P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD K C! S HT. COMPACTED SPECIMEN 'l• / T_WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E - F K =! =G CONE .1667 - L= K= (100 % +N) Q= O= (100 % +N) SM.RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q' S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F T., RESIDENT ENGINEER (CITY ENGR.) F3011 -83 I B� RE I1 !M METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1 MOISTURE —7 r: l ; C'r RC = /7, 2 TENT. RC - % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH M- MATERIAA ENGINEER RELATIVE COMPACTION ,. Preliminary tests prior COUNTY OF ORANGE ❑ to award of contract. • ROAD DEPARTMENT • yg l - Material Testing Section TEST NO. C— 6SO FIELD NO. 1 pL =i W .O (W P.OROR HFP "346 �UN No Q materallseactually RELATIVE COMPACTION • entering into works. DATE EPTE). — - gF If contract, use contract item PROJECT JAMB(Q2EC kD. AGENCY ,71s15WPot2T C';AC'IA RESIDENT ENGINEER (INSPECTOR) G VW' Jcl' CONTRACTOR GRECTN SEND REPORT TO: CONSTRUCTION ❑ OUTSIDE �. MAINTENANCE ❑ SUBD. ❑ "PERMITS ❑ AGENCY LOCATION JPNIL4,L QL: E Ci). 4'i�& E. e.A. RT LT OF (L STA I"Z +rn0 REPRESENTING LIMITS TYPE MATERIAL DEPTH G" TO G" BELOW FINISHED GRADE DATE � - T- S$ TESTED BY: 4:E219ci IN PLACE DENSITY Al INITIAL WT. TEST SAND 39.26 B WT. SAND RETAINED 11.00 C WT. SAND USED 2:Le 'Zp D TEST SAND DENSITY ;+^ n/ E VOLUME SAND USED . 3357 F VOLUME CONE + RING 19G 9 G VOLUME TEST HOLE 13$8 H T. EXC. SAMPLE +TARE 79 ISO I TARE WEIGHT z.7o J WET WT. EXC. SAMPLE 19.80 K WET DENSITY IN PLACE 142.7 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 26.4. 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M -N SP. GR. ROCK P WET WT. ROCK Q4100 DRY WT. ROCK WET WT. - n Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CO RR.MAX.DENSITY E' 0 • MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 61.1J. 26.4. 3 4 01 INITIAL WT. SPECIMEN ?gCi0 2400 % TENT. RC = P WET WT. AT COMPACTION Q4100 2 Q DRY WT. COMP. SPEC. R %MOISTURE E' 0 CONDITION OF MOLD ' ..'Jose ST6Vc.F: S HT. COMPACTED SPECIMEN to449 T_ WET DENSITY I I "5. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G= E- F K= J+ G CONE .1667 - I L= K- r(100o +N) Q =O= (100 % +N) SM. RING .0143 1810 R = (P-Q) + Q . V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS v Test Method Calif. 216 -F W& -O' ' 1 T RESIDENT ENGINEER (CITY ENGR.) F301143 1140 1130 i B• F❑ BILLING WILL BE MADE AT END OF MONTH METHOD A ❑ B [r] SUMMARY RECORD WHOLE NUMBERS N PLACE OPT. DENSITY 0�J id' MOISTURE I � LJ LIZ RC = 1�0. i- % TENT. RC = % SPECIFICATION: NL_ %. M RELATIVE COMPACTION TERIALS ENGINEER ❑Preliminory tests prior COUNTY OF ORANGE to award or contract. ROAD DEPARTMENT Matetiai Testing Seetien TEST O. C— FIELD NO. Z oC RELATIVE COMPACTION CONT. NO.OR Control tests on IW.O. OR P.O. O nrY" xFAI 340 materials actually • entering into works. C DATE REPTD. If contract, use contract item PF,OJECT JAMBOREE 12D. 9 9 9 gGENCY"— "•�'= „'�'T. RESIDENT ENGINEER (INSPECTOR) Gw. JAWg4 C, CONTRACTOR C RtFFTH SEND REPORT TO: CONSTRUCTION El OUTSIDE AGENCY 0. MAINTENANCE ❑ SUBD. El PERMITS ❑ LOCATION JAM60eEE 120. 11 _aA5T- E -F: RT LT OF rL STA L=U` F06 REPRESENTING LIMITS TYPE MATERIAL LIS. s:r=• -OEQ DEPTH 0” TO 4" BELOW FINISHED GRADE DATE 'J- -7 -(e$ TESTED BY: HtF20E1 IN PLACE DENSITY A INITIAL WT. TEST SAND 37.0 B WT. SAND RETAINED �,gr C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY R4, 06 E VOLUME SAND USED 76 F VOLUME CONE + RING G VOLUME TEST HOLE �G7 H WT. EXC. SAMPLE + TARE 23,20 `, I TARE WEIGHT 70 J WET WT, EXC. SAMPLE 'Lo -50 K WET DENSITY IN PLACE .p L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2W.Q, 3 DRY WT. 01 INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - Q DRY WT. - - TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY F c. . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 w- u' 2W.Q, 3 4 01 INITIAL WT. SPECIMEN Z u Op P WET WT. AT COMPACTION Z 4 _5 6 Q DRY WT. COMP. SPEC. R % MOISTURE F c. CONDITION OF—MOLD '' bvE S HT. COMPACTED SPECIMEN 0,7 T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K +(100;0 +N) Q =O +(100/ +N) SM.RING .0143 .1810 R = (P-Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • i B- 140 A r METHOD A ❑ E3 SUMMARY RECORD WHOLE NUMBERS N OPT, PLACE DENSITY 1 1361 136 MOISTURE RC = /G C2 9 TENT. RC = %, SPECIFICATION: NL_ %, ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) F301 1-83 RELATIVE COMPACTION ❑Preliminary tests prior • COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section •TEST NO C— c Sat FIELD NO. r-i oC $ . . Control tests on (w. CON o. T oR NOR OR .O. 0 moteria is octually RELATIVE COMPACTION • entering into works. ".'5- -- WOULDei''. DATE REPTD. If Contract, Use Contract Item -•jf— �fj PROJECT c1Amo'GV'EE AGENCY 1=;n1e.WPCRT �,EACN RESIDENT ENGINEER (INSPECTOR) r. � CONTRACTOR SEND REPORT TO: CONSTRUCTION El AGENCY oursi of �- MAINTENANCE El SUBD. El PERMITS ❑ LOCATION _far -+Line F <4• °-''- - E.? RT LT OF (L STA 14'- '14CC, REPRESENTING LIMITS TYPE MATERIAL 1J•S SNOULDEP DEPTH o" TO BELOW FINISHED GRADE DATE - L � TESTED BY: Wp ;' E L. IN PLACE DENSITY Al INITIAL WT. TEST SAND 41.0o B WT. SAND RETAINED 11. SO C WT. SAND USED 29.76 D TEST SAND DENSITY R:2.Co E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. — ' H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE i K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 26,14 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M iJ SP. GR. ROCK P WET WT. ROCK 9rie0 DRY WT. ROCK WET WT. _ a Q DRY WT. — ' TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY '% • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1G.el. 26,14 3 4 01 INITIAL WT. SPECIMEN 2q--o P WET WT. AT COMPACTION 9rie0 2400 Q DRY WT. COMP. SPEC. R %MOISTURE '% (-l_LO CONDITION OF MOLD sic vE 1Z 4 ,yp Fr. S HT. COMPACTED SPECIMEN T WET DENSITY 'Z b .4 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C. F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J .. G CONE .1667 - L =K +(1 Do- +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P-Q) . Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F r-7 L RESIDENT ENGINEER (CITY ENGR.) (3011 -33 140 1 B— METHOD A ❑ B 0 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 42�5 'Ed MOISTURE RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY RELATIVE COMPACTION ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT Material Testing Seetlee TEST NO. C— 653 FIELD NO. ? �j RELATIVE COMPACTION ` °NT N° °R Control teats on (W.O. OR P.O OR AHFP) materials actually AN i` • entering into works. N �,.( DATE REPTD. If contract, use contract item PROJECT T AGENCY e.w P!OYA RESIDENT ENGINEER (INSPECTOR) '� -� CONTRACTOR Gv \�1i h C :-BV Ci i SEND.REPORT TO: CONSTRUCTION ❑ AGENCY ❑ MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION RT LT OF CL STA ICES+ 60 REPRESENTING LIMITS TYPE MATERIAL DEPTH ' ' - C� TO A1 - -r BELOW FINISHED GRADE DATE - -i b TESTED BY: C �3<i So IN PLACE DENSITY A INITIAL WT. TEST SAND - -`: B WT. SAND RETAINED 14, 15 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY N E VOLUME SAND USED 7 Z h F VOLUME CONE + RING G1 VOLUME TEST HOLE i H WT. EXC. SAMPLE +TARE I!_; I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE - KWET DENSITY IN PLACE 08,8 L DRY DENSITY IN PLACE METrH A MOISTU, AMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK Z, DRY WT. ROCK`='` WET WT. - ; Q DRY WT. - -3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY + Z. G . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1L1!, U1, 2 3 4 01 INITIAL WT. SPECIMEN Z4U p P WET WT. AT COMPACTION Z, Q DRY WT. COMP. SPEC. R % MOISTURE + Z. G CONDITION OF MOLD c' /, -r-. S HT. COMPACTED SPECIMEN p, T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G= E- F K= J+ G CONE .1667 - L= K - (I DO % +N) Q= 0_(100 % +N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q . S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F r 1 L_J RESIDENT ENGINEER (CITY ENGR.) F3011 -33 1 B- -3 METHOD A ❑ B ® . SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE. RIC = % TENT. R = 8 3. i % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH M MATERIALS ENGINEER RELATIVE COMPACTION ❑ Preliminory tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT • Material Testing Section •TEST NO. C— 654 FIELD NO. j CONT NO OR (W. 0. OR P.O. OR A HFP) ® COn}rOI TOe Te On RELATIVE COMPACTION materials actually entering into works. 1J •` -; .'• >,� SE'�flU' DATE REPTD. • If contract, use. contract item .,PROJECT *n i:• ::'� "I' AGENCY RESIDENT ENGINEER (INSPECTOR) CONTRACTOR _vli� SEND REPORT TO: CONSTRUCTION E3 OUTSI AGENCY ❑ MAINTENANCE ❑ SUBO. F-1 PERMITS 1:1 LOCATION (Rl LT OF (L STA REPRESENTING LIMITS Se{eci loe =rti, f, TYPE MATERIAL _DEPTH TO 18, BELOW FINISHED GRADE DATE '� 1 1 y —7 1`') 6 ii TESTED BY: C. Ia r •r� METHOD A MOISTURE SAMPLE FIELD AS WET WT. MOLD NO. 1 C P DRY WT. 3 4 % MOIST. IMI N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK �17 - -) WET WT. - ,'- DRY WT. - 3 Q TOTAL DRY WT. - % ROCK CORR.MAX.DENSITY R •. MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 C P 2 3 4 01 INITIAL WT. SPECIMEN /{pp 2110 P WET WT. AT COMPACTION �17 - -) 0 Q DRY WT. COMP. SPEC. - R % MOISTURE - - I. � - , $ g CONDITION OF MOLD VNPZ� e OPT S HT. COMPACTED SPECIMEN t''.. T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E — F K =J _ G CONE .1667 — L =K= (100 % +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P —Q) + Q V = FACTOR x Q , S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) F301143 140 i B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / -- MOISTURE RC = /Gd + q TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY " —�/ M —AT�IA LWENGIN�E�E'RS RELATIVE COMPACTION ❑Preliinary tests prior COUNTY OF ORANGE to m award at contract. • ROAD DEPARTMENT. �$ Material Testing Section. TEST ND: C— mss$ ' FIELD NO. ` RELATIVE COMPACTION (.O. O OR ON Control ,tests all OR N P.O. OR AHFP) materials actually - A ;. F y "34 Ca ' entering intome'rs. - , S, , F, • - DATE REPT D. _ ;j- if contract, use contract item r PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) '"Wy CONTRACTOR SEND REPORT TO: CONSTRUCTION El AGENCY AGENCV - MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION - ^c -O� (-T LT OF rL STA I -'t- REPRESENTING LIMITS TYPE MATERIAL N = !-S'F DEPTH I- TO C- (2� BELOW FINISHED GRADE DATE - �'�� l TESTED BY: C' T1' -- - C C k z'-' IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 4 C WT. SAND USED 2800 D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING .V P t C_) G VOLUME TEST HOLE , 19 9 , H WT. EXC. SAMPLE + TARE v CDo I ITARE WEIGHT `, ?. 5- J WET WT. EXC. SAMPLE = C K WET DENSITY IN PLACE I o , 6 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FlELD LAB _ WET WT. 3 4 DRY WT. INITIAL WT. SPECIMEN 2800 %MOIST. M1 N SP. GR. ROCK WET WT. AT COMPACTION WET WT. ROCK - DRY WT. ROCK WET WT. - T . DRY WT. COMP. SPEC. DRY WT. - i - TOTAL DRY WT. % ROCK % MOISTURE CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. lo.d. 2C ;u. 3 4 01 INITIAL WT. SPECIMEN 2800 p MOISTURE P WET WT. AT COMPACTION TENT. RC = 2416 SPECIFICATION: NL_ %. ( DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD F.W - S HT. COMPACTED SPECIMEN 10.55 10.77 T DENSITY 129.1 1 IC6 .4 V _WET DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L =K +(100 % +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F r1 LJ RESIDENT ENGINEER (CITY ENGR.) F3011 -e3 1140 UE i B_ METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY 12( 130 MOISTURE RC = 53 % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH LYA MATER ,RELATIVE COMPACTION. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Secties RELATIVE COMPACTION I If contract. use contract item I T15ST No. C- S7/ FIELD NO. 1 CONT. NO. OR (W.O. OR P.O. OR At1FP1 ANFP 346 DATE REP=, :'C9— PROJECT _AGENCY RESIDENT ENGINEER (INSPECTOR) - . {� CONTRACTOR - SEND REPORT TO: CONSTRUCTION El AGENCY LJ. MAINTENANCE ❑ SUBD.,❑ PERMITS ❑ LOCATION c 451 LT OF FL STA REPRESENTING LIMITS I I X + TYPE MATERIAL DEPTH 1 TO BELOW FINISHED GRADE DATE - - + e I� GS TESTED BY: C. F, "D`_.'_,. '•rte IN PLACE DENSITY ❑Preliminary tests prior INITIAL WT. TEST SAND to sword o contract. B WT. SAND RETAINED t Control tests on WT. SAND USED materials actually • entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Secties RELATIVE COMPACTION I If contract. use contract item I T15ST No. C- S7/ FIELD NO. 1 CONT. NO. OR (W.O. OR P.O. OR At1FP1 ANFP 346 DATE REP=, :'C9— PROJECT _AGENCY RESIDENT ENGINEER (INSPECTOR) - . {� CONTRACTOR - SEND REPORT TO: CONSTRUCTION El AGENCY LJ. MAINTENANCE ❑ SUBD.,❑ PERMITS ❑ LOCATION c 451 LT OF FL STA REPRESENTING LIMITS I I X + TYPE MATERIAL DEPTH 1 TO BELOW FINISHED GRADE DATE - - + e I� GS TESTED BY: C. F, "D`_.'_,. '•rte IN PLACE DENSITY A INITIAL WT. TEST SAND _ B WT. SAND RETAINED - C WT. SAND USED - - D TEST SAND DENSITY E VOLUME SAND USED "j'.Z F VOLUME CONE + RING DRY WT. ROCK -. G VOLUME TEST HOLE DRY WT. COMP. SPEC. H I WT. EXC. SAMPLE + TARE TOTAL DRY WT. I TARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE 5 K WET DENSITY IN PLACE -- L DRY DENSITY IN PLACE METHOD A MOISTURE SAYAPLE MAXIMUM DENSITY RATHOLE DATA - FIELD LAB WET WT. 2 N. 3 DRY WT. . 01 INITIAL WT. SPECIMEN MOIST. SP. GR. ROCK WET WT. AT COMPACTION WET WT. ROCK DRY WT. ROCK -. WET WT. -a DRY WT. COMP. SPEC. DRY WT. - 3 TOTAL DRY WT. % ROCK % MOISTURE CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA - MOLD NO. 1 -',, 2 N. 3 4 01 INITIAL WT. SPECIMEN 0 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. — R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN 12 I O T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= 0 UNIT CONE +UNIT G =E — F K = J +G CONE .1667 L = K _ (100% +N) Q = 0 _ (100 %+ N) SM. RING .0143 .1810 R = (P —Q) _ Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) F301143 1140 I B- ❑ BILLING WILL BE MADE AT BY RELATIVE COMPACTION T —S METHOD A ❑ S Q SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC- TENT. RC = % SPECIFICATION: NL_ %, MONTH R ❑ Preliminary tests prior COUNTY OF ORANGE to award o contract. ROAD DEPARTMENT Material Testing Section i Control test. on materials actually RELATIVE COMPACTION • entering into works. N . s.i3. F. If contract, use contract item TEST NO- C —J FIELD NO. T CANT. NO. OR (W.O. OR P.O. OR AHF PI DATE REPTD. PROJECT AGENCY c ; J C •.�..� y-'6 �'o �� RESIDENT ENGINEER (INSPECTOR) ' CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCY ❑ MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION - 4 •� n _ _'� tT LT OF rL STA REPRESENTING LIMITS TYPE MATERIALL. r DEPTH 1 5 TO BELOW FINISHED GRADE DATE r-" ti-,T <v TESTED BY: C• F. -0 N'o` IN PLACE DENSITY Al INITIAL WT. TEST SAND - B WT. SAND RETAINED 01 C WT. SAND USED 'J,;{0ID D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING Q GI VOLUME TEST HOLE DRY WT. - 3 HIWT. EXC. SAMPLE +TARE R I TARE WEIGHT CORR.MAX. DENS] TY J WET WT. EXC. SAMPLE 1,'; K WET DENSITY IN PLACE to ='. L DRY DENSITY IN PLACE S METHOD.A MOISTURE *SAMPLE MOLD NO. FIELD LAB WET WT. 4 01 DRY WT. - �, 'J,;{0ID % MOIST. M N SP. GR. ROCK RC = WET WT. ROCK TENT. RC = DRY WT. ROCK Q WET WT. _ e DRY WT. - 3 TOTAL DRY WT. R %, ROCK CORR.MAX. DENS] TY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 13•tZ 2 �,•;�, 3 4 01 INITIAL WT. SPECIMEN - �, 'J,;{0ID .� P WET WT. AT COMPACTION RC = % TENT. RC = % Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN 11•`''�' I • i `� T WET DENSITY I1 6 • I -; V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = ;�.., J,j VOLUMES, C.F. C= A- B E= C+ D I UNIT GONE +UNIT G =E - F K = J +G CONE .1667 - L =K +(I Do- +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • ❑ BILLING WILL BE 1 B- -S METHOD A ❑ B El SUMMARY RECORD WHOLE NUMBERS OPT. DENSITY n/-� .� MOISTURE0 1 RC = % TENT. RC = % SPECIFICATION: NL %, AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION F3011 -e3 - - ;.: ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section TEST NO C- _ FIELD NO. RELATIVE COMPACTION ` ° "T N O aR Control tests on (W.o. OR P.O. OR ARFPI materials actually • entering into works. 'y' 1�' DATE REPTD. If contract, use contract item PROJECT Mar'.*- - y AGENCY c-� Ncw ;2y'r' '[j a c'.. RESIDENT ENGINEER (INSPECTOR) CONTRACTOR k SEND REPORT TO: CONSTRUCTION ❑` ouT4toE ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ AGENCY LOCATION RT� LT OF CL STA - REPRESENTING LIMITS '- TYPE MATERIAL I - DEPTH �^ U TO BELOW FINISHED GRADE DATE -.%- % ,, �. TESTED BY: c- IN PLACE DENSITY A INITIAL WT. TEST SAND _ B WT. SAND RETAINED I C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY N E VOLUME SAND USED'��'• WET WT. ROCK F VOLUME CONE + RING I cO GI VOLUME TEST HOLE DRY WT. - 3 H IWT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 L,S, 3 DRY WT. 01 INITIAL WT. SPECIMEN MOIST. M N SP- GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - a Q DRY WT. - 3 - TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 G.S, 2 L,S, 3 4 01 INITIAL WT. SPECIMEN >'D p � •:;e :i P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. - — R %MOISTURE CONDITION OF MOLD cam. w JZ u N V E'C< S HT. COMPACTED SPECIMEN Ic T WET DENSITY I?";.' -> 1 S4,-' V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, -C.F. C= A- B E= C= D UNIT GONE +UNIT G =E - F K =J =G CONE .1667 - L= K +(1Do,, +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) = 0 V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F U RESIDENT ENGINEER (CITY ENGR) F3011 -s3 1140 B� METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 2�� ° O C r RC = .Z— % TENT- RC = % SPECIFICATION: NL %, ❑ BILLING WI LL DE MAjQE AT END OF MONTH BY li?� . MATERIALS RELATIVE COMPACTION ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT ' J y Material Testing Section TEST No S/ C— 4- FIELD NO. CONT NO OR ' tests on RELATIVE COMPACTION lW'O. OR P.O. OR ..FP) ' entering into works. DATE REPTD. .2 • If contract, use contract item PROJECT 1- AGENCY r RESIDENT ENGINEER (INSPECTOR) -'•w • Zz- CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ oGMN(Rl pl MAINTENANCE ❑ SUBD. ❑ •PERMITS ❑ AGT K21 _ LOCATION` r-+ RT LT OF q, STA -� REPRESENTING LIMITS— TYPE MATERIAL - ( DEPTH =� ' TO —BELOW FINISHED GRADE DATE — TESTED BY: �.•..�>'U *'� M - IN PLACE DENSI. i•. Al INITIAL WT. TEST SAND _ B WT. SAND RETAINED 3 .', C WT. SAND USED_1 = D TEST ­SAND _ E VOLUME SAND USED . d S F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. - ' H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE - K WET DENSITY IN PLACE I ! ly L DRY DENSITY IN PLACE nv �'r•r,l. METHOD A '. 6i STURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 .', DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. _ a Q DRY WT. - ' TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY t ., v • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 �; 2 3 .', 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE t ., v +9 • J"f., CONDITION OF MOLD ar `�E'i� nv �'r•r,l. S HT. COMPACTED SPECIMEN T WET DENSITY 1'� =:. �� 1 I �'•,,; .� V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = 1,, :,I 6 VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L = K - (100% +N) Q = 0 _ (100% + N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • i 1140 METHOD A ❑ B Q SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = % F % TENT. RC = % SPECIFICATION: NL_ %, ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) RELATIVE IVE COMPACTION F301143 Preliminary tests prior to COUNTY OF ORANGE sword of contract. 9� ROAD DEPARTMENT �y g • C —16 Material Testing Section TEST NOo. C --5SI �^ ^a C FIE LO NO. p�-L �~ COntr01 testa On RELATIVE COMPACTION °ONT OR NO OR OR Iw.O. P.O AHFP .j l materials octually- E VOLUME SAND USED entering into works. — �/6 VOLUME CONE + RING I &I 0 G DATAeOREPTD. 02 • If contract, use contract item WT. EXC. SAMPLE +TARE PROJECT �T r1 �. _, " ^' e e-x 'c <: -':AGENCY RESIDENT ENGINEER (INSPECTOR) _ J �f�2 J a tI r� s i CONTRACTOR E Ai.: 2) SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION - 1�tiaol -EF 30' RT LT OF CL STA /O 44 cS REPRESENTING LIMITS $' TYPE MATERIAL N.S. $ r", DEPTH 7 G TO 3 z •r BELOW FINISHED GRADE DATE -_, I 1 9 R TESTED BY: = S IN PLACE DENSITY A INITIAL WT. TEST SAND 4 7, R - B WT. SAND RETAINED p C WT. SAND USED 9 , I S D TEST SAND DENSITY 3.-7 0 E VOLUME SAND USED 3 F VOLUME CONE + RING I &I 0 G VOLUME TEST HOLE 1A 73 1 H WT. EXC. SAMPLE +TARE Z2. I o I TARE WEIGHT 2 S S J WET WT. EXC. SAMPLE / , z S K WET DENSITY IN PLACE $' L DRY DENSITY IN PLACE ar METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. C. c, 2 Q. C' 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P. WET WT. ROCK DRY WT. ROCK WET WT. - a Q DRY WT. - i TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY -f- . MAXIMUM DENSITY RATHOLE DATA MOLD NO. C. C" 1 C. c, 2 Q. C' 3 4 01 INITIAL WT. SPECIMEN a ep in 1 -. .0 P. WET WT. AT COMPACTION .2315 Q DRY WT. COMP. SPEC. R % MOISTURE -f- �4- "', _J yL-.S CONDITION OF MOLD /es c, ar S HT. COMPACTED SPECIMEN T WET DENSITY I 1,g V DRY DENSITY CONV. FACTO R=0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L = K + t1 +N) Q = 0 + (100% + N) SM. RING .0143 .1810 (P-00% R = Q) - Q V = FACTOR x Q- S LG. RING .0302 .1969 REMARKS Test Method • RESIDENT ENGINEER (CITY ENGR.) F3011 -03 RELATIVE COMPACTION I B- 140 METHOD A ❑ B 9, SUMMARY RECORD WHOLE NUMBERS N PLACE I OPT. DENSITY MOISTURE -517O RC = /G G. % TENT. RC = % SPECIFICATION: NL_ %. ❑Preliminary tests prior to oward of contmct. Control tests on materials actually • entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION PROJECT. RESIDENT ENgINEER (INSPECTOR) - SEND REPORT TO: CONSTRU TION ❑ AGE NCV LOCATION yam be IYP.2 �� REPRESENTING LIMITS TYPE MATERIAL A/•f. B. F. DEPT DATF K/� r TESTED BY:� IN PLACE DENSITY Al INITIAL WT. TEST SAND �' '"• j `; B WT. SAND RETAINED CONT. NO. OR C _6 WT. SAND USED _TEST - n % MOIST. SAND DENSITY 3 G E VOLUME SAND USED g' F VOLUME CONE + RING G GI VOLUME TEST HOLE SS H WT. EXC. SAMPLE + TARE 1 TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 113, W L DRY DENSITY IN PLACE 6a MAXIMUM DENSITY RATHOLE DATA TEST NO. C —–�A � FIELD NO. -� Z CONT. NO. OR U P. IW.O. R O. O AHF� % MOIST. M dq/R ' DATE REPTD. use contract item aillsENCY c IV CONTRACTOR MAINTENANCE ❑ SUBD..❑ PERMITS ❑ YF"4l'a / >�fIO o'� ARJt LT OF�'STA �G 7/%S7 TO -2,/// BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 I-vj 3 4 DRY WT. INITIAL WT. SPECIMEN a % MOIST. M N SP. GR. ROCK WET WT. AT COMPACTION WET WT. ROCK 2 'G DRY WT. ROCK WET WT. - q DRY WT. COMP. SPEC. DRY WT. - a TOTAL DRY WT. % ROCK % MOISTURE CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1.4 2 I-vj 3 4 01 INITIAL WT. SPECIMEN a C6. P WET WT. AT COMPACTION Q 2 'G Q DRY WT. COMP. SPEC. R % MOISTURE /� /_ D CONDITION OF MOLD Cc 5 HT. COMPACTED SPECIMEN T WET DENSITY z / V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L = K + (1007 +N) Q = 0 - (1007 + N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ 5 LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -83 ❑ BILLING BY RELATIVE COMPACTION 1 13- 140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY //Z/ ZZA MOISTURE 3 7 v ")5 R RC- % TENT. RC = % SPECIFICATION: NL %. AT END OF MONTH LS ETGINEER ❑ Preliminary tests prior to award of contract. Al COUNTY OF ORANGE -1 C) H WT. SAND RETAINED ROAD DEPARTMENT • oQ WT. SAND USED q o Material Testing Section TEST C —,5 $O g 1, 7Q E VOLUME SAND USED FIELD NO. Control tests on VOLUME CONE + RING RELATIVE COMPACTION COOT. NO.OR ION oR r.o. o�FF pTI '� 3 I.I G, materials actually 19 o v H WT. EXC. SAMPLE + TARE entering into works. I : E LJ If contract, Use contract Item DATE PROJECT 76/N-AO2' a E L AGENCY c�NCW ro lcrt Ac N RESIDENT ENGINEER (INSPECTOR) .1 G rt S CONTRACTOR rN SEND REPORT TO: CONSTRUCTION ITIII ❑ GENCY ® MAINTENANCE AGENCY ❑ SUBD. ❑ PERMITS ❑ LOCATION � ..wis e tc. OV. T 1 �. I / <R_T LT OF STA I REPRESENTING LIMITS HT. COMPACTED SPECIMEN )f, 39 3 1 TYPE MATERIAL ".5. /N M � n I Rk t— DEPTH r- TO Z Z BELOW FINISHED GRADE DATE '2-" ti -�- 1 1 9�, S TESTED BY: W E- L.L_ -- A, Y A c a bs c o ti IN PLACE DENSITY Al INITIAL WT. TEST SAND -1 C) H WT. SAND RETAINED 6. d C WT. SAND USED q o D TES'FSAND DENSITY g 1, 7Q E VOLUME SAND USED ,3 F VOLUME CONE + RING ). G VOLUME TEST HOLE 19 o v H WT. EXC. SAMPLE + TARE Z q v I TARE WEIGHT y C J WET WT. EXC. SAMPLE o K WET DENSITY IN PLACE y, 6 L DRY DENSITY IN PLACE GL. UN. METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 2-44e WET WT- a DRY WT. - 3 DRY Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R 61 MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2-400 2 P WET WT. AT COMPACTION 2-44e 24 s Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD GL. UN. OV. T S HT. COMPACTED SPECIMEN )f, 39 3 1 ti� T WET DENSITY �. ,'% 125• - V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C. F. C= A- B E=C T D UNIT CONE+UNIT G= E- F K= J G CONE .1667 - L = K - (100% +N) Q = 0 _ (1007. + N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q - S LG. RING .0302 .1 969 REMARKS Test Method Calif. 216 -F • 1140 1130 I B- ❑ BILLING WILL BE MADE AT BY RESIDENT ENGINEER (CITY ENGR.) F3011 -03 RELATIVE COMPACTION METHOD A ❑ B R SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY m5 i2l MOISTURE 4 (D UNDEQ RC - !! I % TENT. RC - % SPECIFICATION: NL_% OF MONTH ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT • Material Testing Section TEST IdO C FIELD NO. _ p T -7 RELATIVE COMPACTION CONT NO.OR ,� =� Control tests on IW.O. OR P.O. O AH 1 0 materials actually .. entering into works. aj. 1f.. contract, use Contract item DATE REPT D. �',31' �o g PROJECT �%' !, 'rte--'��' AGENCY RESIDENT ENGINEER (INSPECTOR) J `CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCY OUTSI E ^Q MAINTENANCE ❑ SUED. ❑ PERMITS ❑ LOCATION .,: -� �I�. �j' ? t (ff5�LT OF CL_j STA REPRESENTING LIMITS TYPE MATERIAL DEPTH G t/ TO ' —' BELOW FINISHED GRADE DATE - -o,'i TESTED BY: - 1ZS _ J• - I IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 3 C WT. SAND USED <; D TEST SAND DENSITY -. > O E VOLUME SAND USED .,3435- F VOLUME CONE + RING G VOLUME TEST HOLE 46G H WT. EXC. SAMPLE + TARE I TARE WEIGHT J WET WT. EXC. SAMPLE "77 b d K WET DENSITY IN PLACE / L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. 0 INITIAL WT. SPECIMEN % MOIST. I M I N SP: GR. ROCK P WET WT. ROCK t. o6 DRY WT. ROCK WET WT. - Q DRY WT. - a TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY l' I r_ . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 („i, W 2 3 4 0 INITIAL WT. SPECIMEN Z 4 v o z 1 c CU P WET WT. AT COMPACTION t. o6 Z 4• Q DRY WT. COMP. SPEC. R % MOISTURE l' I r_ -S S CONDITION OF MOLD a v e S HT. COMPACTED SPECIMEN 1 I T WET DENSITY I X(o 12 S. 6 VI DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K +(100% +N) Q =O +(100 %+N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • i B- 140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY // S- /? b MOISTURE 2ioONQjg RC = i v % TENT. RIC = % SPECIFICATION: NL,% ❑ BILLING WILL BE MADE AT END OF MONTH WA RESIDENT ENGINEER (CITY ENGR) RELATIVE COMPACTION x3011 -83 ' ❑ toralwardaof tests Prior COUNTY OF ORANGE ROAD DEPARTMENT . Material Testing Section TEST NoSC— 5±c2 FIELD NO. 3 o F q ® Control tests an RELATIVE COMPACTION .O. OR P .O Co i�F f 3 4� materials actually entering into works. JL S. ,N ; 1w A) If Contract, use Contract item DATE KEPT D. PROJECT '-"c p �a b ca e.e CL ., . AGENCY - N, S RESIDENT ENGINEER (INSPECTOR) J EY n__" u- CONTRACTOR SEND REPORT TO: CONSTRUCTION E3 AGENCY AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS El LOCATION D Otis -e - 1.4 - 2r LT OF(:I.,STA 11Z +4C1 REPRESENTING LIMITS TYPE MATERIAL /I/ S. w 1)l c, I � A >.. DEPTH TO t 2 BELOW FINISHED GRADE DATE_ T nN - 3 C) 174— E TESTED BY: L1G c,J IN PLACE DENSITY Al INITIAL WT. TEST SAND 4 4 , B WT. SAND RETAINED , io C WT. SAND USED ;y Z , Sn D TEST SAND DENSITY —83,70 E VOLUME SAND USED ,3 F VOWME CONE + RING > IS G VOLUME TEST HOLE DRY WT. — 3 Qj EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE , 20 ^•� K WET DENSITY IN PLACE -> L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAS WET WT. MOLD NO. IN PLACE DRY WT. 3 4 % MOIST. M N SP. GR. ROCK RC - iG WET WT. ROCK PI DRY WT. ROCK > IS WET WT. — 4 DRY WT. — 3 Qj TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. IN PLACE 2.,,,4 3 4 101 INITIAL WT. SPECIMEN MOISTURE RC - iG % PI WET WT. AT COMPACTION > IS %, Qj DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN / , ', y„ T WET DENSITY > ;� V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D I UNIT CONE +UNIT G =E — F K =J +G CONE .1667 — L = K _ (100% +N) Q = 0 _ (100 %+ N) SM. RING I .0143 .1810 R = (P—Q) _ Q V = FACTOR x Q _ S LG. RING 1 .0302 1 .1969 REMARKS Test Method Calif. 216 -F • JE I B— METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY %� G MOISTURE RC - iG % TENT. RC = % SPECIFICATION: NL_ %, ❑ BILLING WILL BE MADE AT END OF MONTH Awl RESIDENT ENGINEER (CITY ENGR.) x3011 d3 RELATIVE COMPACTION ❑Preliminary tests prior to award of contract. COUNTY OF ORANGE INITIAL WT. TEST SAND LAB ROAD DEPARTMENT WT. SAND RETAINED 3 Material Testing Section TEST NO. C— J ¢3 INITIAL WT. SPECIMEN D FIELD NO. 0T 41, Control tests an RELATIVE COMPACTION W.NOTOR P OR� 3 ra materials actually F VOLUME CONE + RING entering into works. = %' "- I- %" i _ VOLUME TEST HOLE • -�_ If contract, use contract item DATE REPTD. -� c! :• I TARE WEIGHT PROJECT Ja . fsd Y c "�(, AGENCY � RESIDENT ENGr EER (INSPECTOR) J ) I 49 dr. CONTRACTOR 1-1 LF— SEND REPORT TO: CONY UCTION ❑ oursioE `�, �} nceNCV , MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION `= %��reZ Kcl. �j{{T LT OF rL STA j/% =`% REPRESENTING LIMITS S HT. COMPACTED SPECIMEN TYPE MATERIAL _ %•F- DEPTH TO '�`� BELOW FINISHED GRADE DATE /— ` ic' hw TESTED BY: �k" ' i IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY -� E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING ' '�, , G VOLUME TEST HOLE DRY WT. — 3 H M WT. EXC. SAMPLE + TARE -� c! :• I TARE WEIGHT - J WET WT. EX C. SAMPLE �/ K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOL$ DATA "FIELD LAB WET WT. 21,,,1. L,! 3 DRY WT. O INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK zA DRY WT. ROCK WET WT. Q DRY WT. — 3 TOTAL DRY WT. ROCK R CORR.MAX.DENSITY P i Lp . MAXIMUM DENSITY RATHOL$ DATA MOLD N 0. 1 W, W . 21,,,1. L,! 3 4 O INITIAL WT. SPECIMEN 4 o c P WET WT. AT COMPACTION zA z 3 3 Q DRY WT. COMP. SPEC. R % MOISTURE P i Lp — 3.o CONDITION OF MOLD S HT. COMPACTED SPECIMEN 10, S a.49 T WET DENSITY , VI DRY DENSITY CONV, FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E — F K =1 +G CONE .1667 — L= K. 000% +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P —Q) + Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3a11 -33 ❑ BILLING WILL BY RELATIVE COMPACTION 1 B- METHOD A ❑ B a SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY ;7- MOISTURE 29 oue RC = 7 % TENT. RC = % SPECIFICATION: NL_ %. MADE AT END OF MONTH INEER ❑Preliminary tests prior to award of contract. ®C.ontrol teste-orr- materials actually COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION TEST No C- 0 a % -- FIELD NO. l �� o ti SA I. aTOR P.ORG AN%XFG7 3 4 • entering into works. 2 DATE fD. - If contract, use contract item PROJECT x% o TC. r= E Z n . AGENCY �,/. ✓'- '�' %'�.e RESIDENT ENGINEER (INSPECTOR) -I �-*z- �ow..uceu CONTRACTOR //-ff_t_ OUTSIDE e ' SEND REPORT TO: CONSTRUCTION ❑ AGENCV ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION a a t E Ir 3 2' ® LT OF (� STA REPRESENTING LIMITS TYPE MATERIAL N DEPTH 0 TO 6 BELOW FINISHED GRADE DATE z - - 6 S TESTED BY: q-5 IN PLACE DENSITY A INITIAL WT. TEST SAND q 1 , p B WT. SAND RETAINED 1 3 . o C WT. SAND USED Z8.0 0 D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING I S I G VOLUME TEST HOLE I S Z 3 H WT. EXC. SAMPLE + TARE 2 1. 80 I TARE WEIGHT z , 4 J J WET WT. EXC. SAMPLE IV G 0 K WET DENSITY IN PLACE 7, L DRY DENSITY IN PLACE CL . ON. METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 244-$ WET WT. - a DRY WT. - - Q TOTAL DRY WT. ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2 QO 2 G P WET WT. AT COMPACTION 244-$ 2,1 Q DRY WT. COMP. SPEC. R % MOISTURE 4- ;2.0 F) EL CONDITION OF MOLD CL . ON. UNDE.IZ S HT. COMPACTED SPECIMEN 0191 0.01 T WET DENSITY 130.2- 129.0 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = - VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J G CONE .1667 - L =K-. (100 % +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F 0 vEu 196$ 140 1E 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY 127 MOISTURE 1 /o UNOEfZ RC = % TENT. RC = % SPECIFICATION: NL %. ❑ BILLING WILL BE MADE AT END OF MONTH pUBUG r1uRM Tv BY RESIDENT ENGINEER (CITY ENGR.) 13011 -83 RELATIVE COMPACTION TERIALS ENGINEER ❑Preliminary tests prior COUNTY OF ORANGE to oword o4 contract. ROAD DEPARTMENT Material Testing Section TEST o8C -6,Aa a FIELD NO. 2 S CONT N0.0 Control tests an RELATIVE COMPACTION ( .o. bR P.OROR materials actually . entering into works. . S. "-Z 4�-- DATE REPTD.a If contract, use contract item PROJECT KD AGENCY�✓�+"�PO�� RES IDENT ENGINEER (INSPECTOR) k�} 7 EU%—N CONTRACTORtFVirK SEND REPORT TO: CONSTRUCTION [I AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION -3-avyg eeo' .��t �� LT OF (L STA REPRESENTING LIMITS TYPE MATERIAL IV, S_ DEPTH TO 6 BELOW FINISHED GRADE DATE 2 - C - 6 TESTED BY: IW15 L cs X IJA oN IN PLACE DENSITY - MAXIMUM DENSITY RATHOLE DATA METHOD A MOISTURE SAMPLE Al INITIAL WT. TEST SAND 'j 9, B WT. SAND RETAINED 1 I .40 INITIAL WT. SPECIMEN 00 FIELD LAB C WT. SAND USED 'S' /,O WET WT. £s D TEST SAND DENSITY , p DRY WT. E VOLUME SAND USED I b % MOIST. M N F VOLUME CONE + RING 18 1 O SP. GR. ROCK G VOLUME TEST HOLE , I WET WT. ROCK H WT. EXC. SAMPLE + TARE �, ',�� , 0 DRY WT. ROCK , I TARE WEIGHT i) WET WT. - e J WET WT. EXC. SAMPLE Cc::J DRY WT. - -' FACTOR x Q = K WET DENSITY IN PLACE -3 TOTAL DRY WT. UNIT L DRY DENSITY IN PLACE K = J G % ROCK .1667 - L =K +(100 % +N) Q =O= (100 % +N) CORR.MAX.DENSITY .0143 . - MAXIMUM DENSITY RATHOLE DATA MOLD NO. i z , 2 3 4 01 INITIAL WT. SPECIMEN 00 00 P WET WT. AT COMPACTION A4 otl £s Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD �oP S HT. COMPACTED SPECIMEN T WET DENSITY , V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E- C+ D UNIT CONE +UNIT G =E - F K = J G CONE .1667 - L =K +(100 % +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F E i f/– 100 Y METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = % TENT. RC = % SPECIFICATION: NIL 0/ ❑ BILLING WILL BE MADE AT END OF MONTH BY —mil. LPL RESIDENT ENGINEER (CITY ENGR.) F3011 -B3 RELATIVE COMPACTION ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT • Material Testing Section TEST �o C- -A FIELD NO. /x o CON T. NO. OR ' ® Control tests on RELATIVE COMPACTION 1W.O. OR P.O OR A-EP) materials actually h h r- 'P J +i -lV • entering into works. DATE REPTD. If contract, use contract item PROJECT S3'r+�hr�r��t• AGENCY /NE'w�ott L.cu RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCY ❑ MAINTENANCE ❑ SUBO. ❑ PERMITS ❑ LOCATION --La—'R LT OF (� STA 17Z -I- 8C3 REPRESENTING LIMITS TYPE MATERIAL `= F I L DEPTH 12 TO 18" BELOW FINISHED GRADE DATE 4 C_ (C>( TESTED BY: "o L i s �� IN PLACE DENSITY A INITIAL WT. TEST SAND 4 1 9 p BI WT. SAND RETAINED I 1 O CI WT. SAND USED 3 p, 60 ' D TEST SAND DENSITY !— ;. 0 E VOLUME SAND USED 3 6 6 F VOLUME CONE + RING ! G VOLUME TEST HOLE I $S H WT. EXC. SAMPLE + TARE 2 .5 I TARE WEIGHT 2.30 J WET WT. EXC. SAMPLE 7,4 , Z K WET DENSITY IN PLACE 130.6 L DRY DENSITY IN PLACE 640A40AW METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3'- 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK a o WET WT. -� DRY WT. - g Qj TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3'- 4 01 INITIAL WT. SPECIMEN a ee P WET WT. AT COMPACTION a o Qj DRY WT. COMP. SPEC. R % MOISTURE 4z ,p CONDITION OF MOLD 640A40AW °c, S HT. COMPACTED SPECIMEN ' T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G = E - F K = J - G - CONE .1667 - L =K= (100 % +N) Q =0. (100 % +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) r3011 -83 140 1 B� METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 3 .3 /3' MOISTURE r. ,P40- RC = G % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY J RELATIVE COMPACTION ❑ Preliminary tests prior to award o contract. COUNTY OF ORANGE INITIAL WT. TEST SAND LAB ROAD DEPARTMENT • WT. SAND RETAINED 3 Material Testing Section TEST NGO. C— 6a 4 INITIAL WT. SPECIMEN D FIELD NO. OY'67 +` ❑ fsantria tests on RELATIVE COMPACTION CONT. NO. OR W'O. OR P.O.OR AHFPI materials actually VOLUME CONE + RING Ala t= v-�`1' 6 entering into works. �1.. r ' H • If cbltract, use contract item DATE REPTD. 2 TARE WEIGHT PROJECT S'a n.�0c AGENCY ciwewy,o l RESIDENT ENGINEER (INSPECTOR) G.Lo . Sc4tnsoh CONTRACTOR WET DENSITY IN PLACE SEND REPORT TO: CONSTRUCTION ❑ AGENCY iR MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION Ja ' -'O Ce, 2 U `J LT OF CL STA I REPRESENTING LIMITS HT. COMPACTED SPECIMEN /L70 TYPE MA-TERIAL �� '— L. G C-'. DEPTH )( TO BELOW FINISHED GRADE DATE F' = I;S TESTED BY: - } IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY- ; -4.C� O E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. — e H WT. EXC. SAMPLE + TARE 20, g j I TARE WEIGHT _ J WET WT. EXC. SAMPLE .93 K WET DENSITY IN PLACE 0 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2! O 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. —; Q DRY WT. — e TOTAL DRY WT. %, ROCK R CORR.MAX.DENSI -IY 7f $O U . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 L 2! O 3 4 01 INITIAL WT. SPECIMEN 2A00 :?;kOTI P WET WT. AT COMPACTION ;z nlisi! Q DRY WT. COMP. SPEC. R % MOISTURE 7f $O U .O CONDITION OF MOLD S HT. COMPACTED SPECIMEN /L70 1 „$ T WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E — F K = J +G CONE .1667 — L= K-- (100 % +N) Q =O +(100 % +N) SM.RING .0143 .1810 R = (P —Q) + Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F 1 B� METHOD A ❑ B ,2a SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY O MOISTURE RC = % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY MATERIALS EN RESIDENT ENGINEER (CITY ENGR.) 13011 -e3 RELATIVE COMPACTION ❑Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT • I Material Testing Section ntrol materialseactually RELATIVE _COMPACTION • entering into works. ''r � ,� If contract, use contract item TEST FIELD NO. •± U F CONT. NO.OR I W.O. OR P.O. OR DATE REPTD, ej- 1e -4a' PROJECT J flt- $'OrzEE K_n AGENCY �IA14 -4-V b��E -Ficy RESIDENT ENGINEER( INSPECTOR) dF ZIi 7c.II t= CONTRACTOR +E- 'Z /FI- <�/7/i SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION S E.oFAlsb.r/' F T` LT OR(F)STA 1h2 1 LE REPRESENTING LIMITS _ TYPE MATERIAL d S ? DEPTH 1 I TO 'i 7 BELOW FINISHED GRADE DATE ors - -- TESTED BY: 2 - C, - � _' IN PLACE DENSITY Al INITIAL WT. TEST SAND 4 2 (� B WT. SAND RETAINED 13 _ 1 S C WT. SAND USED Z, ,q T DI TEST SAND DENSITY g A .60 E I VOLUME SAND USED 3 0 F VOLUME CONE + RING c> GI VOLUME TEST HOLE 69 (o H WT. EXC. SAMPLE + TARE Z p 1 TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE .p K WET DENSITY IN PLACE L DRY DENSITY IN PLACE <nv e2 METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 W. 4,1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK c> WET WT. - i DRY WT. - s Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 W. 4,1 2 1j, 3 4 O INITIAL WT. SPECIMEN Z C> P WET WT. AT COMPACTION c> 6 Q DRY WT. COMP. SPEC. R % MOISTURE 47 1 L,` D CONDITION OF MOLD <nv e2 pv E. S HT. COMPACTED SPECIMEN T WET DENSITY VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E -F K =J +G CONE .1667 - L= K - (100% +N) Q = 0 + (100% + N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -93 140 120 I B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE l' UNO£ RC = __ES L8 % TENT. RC = % SPECIFICATION: NL_ %, ❑ BILLING WILL BE MADE AT END OF MONTH MATERIALS ENGINEER RELATIVE COMPACTION • • ® = - COARSE. WDIUM, FINE , I - z COARSE MEDIUM. FINE COUNTY OF ORANGE ROAD DEPT. Material Testing Section REPORT OF TESTS ON ASPHALT CONCRETE TYPE B COUNTY PLANT NO. CONT. NO or t (W. O. Or P.O. No. A FP) J 7e- ❑ 3" g IF CONTRACT, USE CONTRACT ITEM DATE REPTD. Z- z-40 JAMBo2Er_ NFwlbrr- r'3 / PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) n st 61 Se i.{ /CA,... CONTRACTOR in2P FI w SEND REPORT TO CONSTRUCTION ❑ OUTSIDE AGENCY ®IIppII MAINTENANCE ❑ SURD. ❑ PERMITS ❑ PAVING GRADE ASPHALT PEN. 6070 ❑ OW HS- 1111 S A 120150 ❑ C'_YA7 Fo.csO T /�.g1 LOCATION OF AGGREGATE SOURCE 1Cei r -� LIMITS OFQPIJROJECT /ML /SHOPS OWNER OR MANUFACTURER G',PIG'C'1T11 Ca S A G yi�RE PRES NTED ���� TONS DATE SAMPLED 2-:/- (0 BY A6,P TITLE E7 1 FOR USE AS: RASE COURSE ® FINISH COURSE ❑ RESURFACE ❑ MLIIM1WILL BE MADE AT END OF MONTH 1��� MATERIALS TESTING ENGINEER PUBLic vvul; l s DEPT- BY RESIDENT ENGINEER (CITY ENGINEER) F- 3011-43.1 BITUMINOUS GRADING ANALYSIS TEST SPECIMENS TIME SPEC, SPEC NO. A B C D E F SPEC) F. SIEVE TEMPERATURE I�2 MOISTURE BITUMEN GRADE BIT. RATIO I12 Q SP. GR. BRIQ. 40 V{i O_7 STAB RESULTS 3 4 CON. RESULTS 8 p 16 RT,VALUE 30 50 SUSC. H2O 100 SWELL (24 HRS.) 200 10 PERMEABILITY Bit. SDY VAPOR 6USC. GRADING RIN d OBTAINED BY COMBINING BINS AS FOLLOWS: WT. °o BY WT. � 0 NO. CYCLES MOIST, ABSORB. 6TABILOMETER COHESION 3 .Li FILM STRIPPING ION COARSE CRUSHED PARTICLES= AGGREGATE) % 15 MIN. 77 F. 2 v FIELD COMP. SP. GR. LAe. BP. GR. RELATIVE COMP. 1 RECOMMENDED BIT, CONTENT CONSIDERING ALL TEST DATA % REMARKS: EQUIV. GAL. PER SO. YD, FOR I" COMPACTED SURFACE= SAND EQUIVALENT SPECIF. TEMPERATURE TIME BITUMEN DRY ASS. COMP. MI% G: MLIIM1WILL BE MADE AT END OF MONTH 1��� MATERIALS TESTING ENGINEER PUBLic vvul; l s DEPT- BY RESIDENT ENGINEER (CITY ENGINEER) F- 3011-43.1 BITUMINOUS El Preliminory tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT -- 6n Material Testing Section TEST NO C— P /:•,y/ /G,(J, .. FIELD NO. I # 34� Nv. UK ® Control tests -- REEA AYE COMPACTION ( .O ?OR P.O.O A P materials actually Q. entering into works. A' DATE REPTD. —,PS-108 If contract, use contract item PROJECT_ f' A RESIDENT ENGINEER (INSPECTOR) C= .TONN E SN O CY N CONTRA SEND REPORT TO: CONSTRUCTIO,,[[JJ ❑ OUISI E zf MAINTENANCE) LOCATION SA M Lc±2EE RU. 97� (F REPRESENTING LIMITS TYPE MATERIAL 'Q' �' l�LUC DEPTH 3 ' TO ) I BELOW FINISHED GRADE DATE 1— 2 4 — Ca TESTED BY: 14 fE R „ SUED. ❑ PERMITS ❑ LT OF CL STA 123* TO IN PLACE DENSITY Al INITIAL WT. TEST SAND 4 8, BI WT. SAND RETAINED 16 , a•Q C WT. SAND USED $ I , 6 O D TEST SAND DENSITY 0. ?, 5 E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. — 3 H WT. EX C. SAMPLE +TARE 29 O I TARE WEIGHT i, 10 J WET WT. EXC. SAMPLE 2% •Q K WET DENSITY IN PLACE ple. L DRY DENSITY IN PLACE 139 il METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. AOO 3 DRY WT. g/ WT. SPECIMEN MOIST. M /Q, N SP, GR. ROCK D WET WT. ROCK DRY WT. ROCK WET WT. — s Q DRY WT. — 3 TOTAL DRY WT. % ROCK D CORR.MAX.DENSITY q • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 WT. SPECIMEN P WET WT, AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E — F K =J G CONE .1667 — L = K _ (1007. +N) Q = 0 _ (100% + N) SM. RING .0143 .1810 R = (P —Q) _ Q V = FACTOR x Q - S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216Jr 2 � D JAIV 19 ❑ BILLING 1 B• 1140 L ! fi woNKS o�� BY ATERIA[ `DENT ENGINEER (CITY ENGR) RELATIVE COMPACTION METHOD A M B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSI TY MOISTURE / RC= /00 % TENT. RC = % SPECIFICATION: NL_% OF MONTH ❑Preliminary tests prior . to award at contract. ®Control tests on materials actually entering into works. • PROJECT JAMBOREE I RESIDENT ENGINEER ONSPEC SEND REPORT TO: CONSTR LOCATION 7A I"1 Fn9- EE REPRESENTING LIMITS TYPE MATERIALT A. S. DATE— IN PLACE DENSITY Al INITIAL WT. TEST SAND 1 13 `70 Ell WT. SAND RETAINED 15-10 CI WT. SAND USED 2.S +$O D TEST SAND DENSITY 119 31 55 E VOLUME SAND USED SPECIFICATION: F VOLUME CONE + RING ?q6o G VOLUME TEST HOLE , H WT. EXC. SAMPLE +TARE :2-1. Z 0 I ITARE WEIGHT ,2 Q J IWET WT. EXC. SAMPLE 2. 1 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE F. IR/. COUNTY OF ORANGE ROAD DEPARTMENT Material I esring bemon mw RELATIVE COMPACTION A. S, If contract, use contract item WAFM TEST NO. C— 7 FIELD NO. 2 CONT. R N O (W.O. O.P.00 346 . O AHFP) p DATE REPTD. MVCIVLi - V. GEkt; Su14 N„;0N CONTRACTOR P -IFFIT OUTSIDE )N ❑ AGENCY MAINTENANC�A SUED. ❑ PER ITS ❑ 38 (RT)LT OF CL STA 1 .gym TESTED BY MOI WET WT. DRY WT. % MOIST. SP. GR. ROCK WET WT. ROCI DRY WT. ROCK WET WT. — a DRY WT. TOTAL DRY W % ROCK CORR.MAX.DE • B ($1 MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. OPT. 2/„s/ 3 4 01 INITIAL WT. SPECIMEN 2400 % SPECIFICATION: PI WET WT. AT COMPACTION ?q6o 2404 Q DRY WT. COMP. SPEC. R %MOISTURE t.`-'S i =iGcq CONDITION OF MOLD F. IR/. C14-Pc.P S HT. COMPACTED SPECIMEN iO Q2 T WET DENSITY /3G.4 i S.6 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E — F K = J =G CONE 1667 — L= K- (100`;0 +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P —Q) . Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F Cl RESIDENT ENGINEER (CITY ENGR.) F3011 -93 BY RELATIVE COMPACTION METHOD A ❑ B ($1 SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY MOISTURE RC = /oo TENT. RC = % SPECIFICATION: NL_% ❑Preliminary tests prior to award of contract. ®Control tests on materials actually entering into works. • 0 COUNTY OF ORANGE ROAD DEPARTMENT i marenal i ming secnon �r RELATIVE COMPACTION N.... DATE REPTD. If contract, use contract item PROJECT SAM 66 k E_ E� f". L'. G AJ. �• RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION ❑ n°i LOCATION -TA t4 t() k EE R• REPRESENTING LIMITS TYPE MATERIAL N•L• DATE I --'24 - (acC TESTED B` IN PLACE DENSITY A INITIAL WT. TEST SAND 43.,4(o B WT. SAND RETAINED 13. Vol C WT. SAND USED Z 470 D TEST SAND DENSITY $ 3_5 5 E VOLUME SAND USED .3 F VOLUME CONE + RING G VOLUME TEST HOLE •� O H WT. EXC. SAMPLE + TARE 21.2() 1 TARE WEIGHT 2.90 J WET WT. EXC. SAMPLE '-' .3 K WET DENSITY IN PLACE 113 :7 L DRY DENSITY IN PLACE - AGENCY 0H;`,1 1'PJ CONTRACTOR ® MAINTENANCE SUED. ❑ P , 'TS __420�RT LT OF CL STA +2� II TO BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE FIELD LAS WET WT. DRY WT. % MOIST. j MI N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT.- e DRY WT.. - ' TOTAL DRY WT. % ROCK CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2200 2200 P WET WT. AT COMPACTION 22 (.6 2.210 Q DRY WT. COMP. SPEC. R % MOISTURE +:3.0 }5• CONDITION OF MOLD GL. ul"J. GL. 10s4 S HT. COMPACTED SPECIMEN 11-315 11.2s T WET DENSITY 114.7 5.S V1 DRY DENSITY CONV. FACTOR -0.592 FACTOR x Q = 1302. O VOLUMES, C.F. C= A- B E= C -: D UNIT CONE +UNIT G= _F K = J . G CON E .1667 - L =K +(100; +N) Q =O +(100 % +N) SM. RING .0143 ABIO R = (P -Q) + Q V = FACTOR x Q= S LG. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F r 1 ❑ BILLING ytILL BY F301DENT ENGINEER (CITY ENGR.) 1 RELATIVE COMPACTION 1 B� METHOD A ❑ B 2k SUMMARY RECORD WHOLE NUMBERS IN i OPT, PLACE DENSITY 1 MOISTURE 4' /o UtiUC RC= q$ % TENT. RC = % SPECIFICATION: AT END OF MONTH TEST NO. C— a aid FIELD NO. CONT. NO. • •3 (W.O. OR P.O. O A AHFP DATE REPTD. If contract, use contract item PROJECT SAM 66 k E_ E� f". L'. G AJ. �• RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION ❑ n°i LOCATION -TA t4 t() k EE R• REPRESENTING LIMITS TYPE MATERIAL N•L• DATE I --'24 - (acC TESTED B` IN PLACE DENSITY A INITIAL WT. TEST SAND 43.,4(o B WT. SAND RETAINED 13. Vol C WT. SAND USED Z 470 D TEST SAND DENSITY $ 3_5 5 E VOLUME SAND USED .3 F VOLUME CONE + RING G VOLUME TEST HOLE •� O H WT. EXC. SAMPLE + TARE 21.2() 1 TARE WEIGHT 2.90 J WET WT. EXC. SAMPLE '-' .3 K WET DENSITY IN PLACE 113 :7 L DRY DENSITY IN PLACE - AGENCY 0H;`,1 1'PJ CONTRACTOR ® MAINTENANCE SUED. ❑ P , 'TS __420�RT LT OF CL STA +2� II TO BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE FIELD LAS WET WT. DRY WT. % MOIST. j MI N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT.- e DRY WT.. - ' TOTAL DRY WT. % ROCK CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2200 2200 P WET WT. AT COMPACTION 22 (.6 2.210 Q DRY WT. COMP. SPEC. R % MOISTURE +:3.0 }5• CONDITION OF MOLD GL. ul"J. GL. 10s4 S HT. COMPACTED SPECIMEN 11-315 11.2s T WET DENSITY 114.7 5.S V1 DRY DENSITY CONV. FACTOR -0.592 FACTOR x Q = 1302. O VOLUMES, C.F. C= A- B E= C -: D UNIT CONE +UNIT G= _F K = J . G CON E .1667 - L =K +(100; +N) Q =O +(100 % +N) SM. RING .0143 ABIO R = (P -Q) + Q V = FACTOR x Q= S LG. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F r 1 ❑ BILLING ytILL BY F301DENT ENGINEER (CITY ENGR.) 1 RELATIVE COMPACTION 1 B� METHOD A ❑ B 2k SUMMARY RECORD WHOLE NUMBERS IN i OPT, PLACE DENSITY 1 MOISTURE 4' /o UtiUC RC= q$ % TENT. RC = % SPECIFICATION: AT END OF MONTH - AGENCY 0H;`,1 1'PJ CONTRACTOR ® MAINTENANCE SUED. ❑ P , 'TS __420�RT LT OF CL STA +2� II TO BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE FIELD LAS WET WT. DRY WT. % MOIST. j MI N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT.- e DRY WT.. - ' TOTAL DRY WT. % ROCK CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2200 2200 P WET WT. AT COMPACTION 22 (.6 2.210 Q DRY WT. COMP. SPEC. R % MOISTURE +:3.0 }5• CONDITION OF MOLD GL. ul"J. GL. 10s4 S HT. COMPACTED SPECIMEN 11-315 11.2s T WET DENSITY 114.7 5.S V1 DRY DENSITY CONV. FACTOR -0.592 FACTOR x Q = 1302. O VOLUMES, C.F. C= A- B E= C -: D UNIT CONE +UNIT G= _F K = J . G CON E .1667 - L =K +(100; +N) Q =O +(100 % +N) SM. RING .0143 ABIO R = (P -Q) + Q V = FACTOR x Q= S LG. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F r 1 ❑ BILLING ytILL BY F301DENT ENGINEER (CITY ENGR.) 1 RELATIVE COMPACTION 1 B� METHOD A ❑ B 2k SUMMARY RECORD WHOLE NUMBERS IN i OPT, PLACE DENSITY 1 MOISTURE 4' /o UtiUC RC= q$ % TENT. RC = % SPECIFICATION: AT END OF MONTH . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2200 2200 P WET WT. AT COMPACTION 22 (.6 2.210 Q DRY WT. COMP. SPEC. R % MOISTURE +:3.0 }5• CONDITION OF MOLD GL. ul"J. GL. 10s4 S HT. COMPACTED SPECIMEN 11-315 11.2s T WET DENSITY 114.7 5.S V1 DRY DENSITY CONV. FACTOR -0.592 FACTOR x Q = 1302. O VOLUMES, C.F. C= A- B E= C -: D UNIT CONE +UNIT G= _F K = J . G CON E .1667 - L =K +(100; +N) Q =O +(100 % +N) SM. RING .0143 ABIO R = (P -Q) + Q V = FACTOR x Q= S LG. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F r 1 ❑ BILLING ytILL BY F301DENT ENGINEER (CITY ENGR.) 1 RELATIVE COMPACTION 1 B� METHOD A ❑ B 2k SUMMARY RECORD WHOLE NUMBERS IN i OPT, PLACE DENSITY 1 MOISTURE 4' /o UtiUC RC= q$ % TENT. RC = % SPECIFICATION: AT END OF MONTH REMARKS Test Method Calif. 216 -F r 1 ❑ BILLING ytILL BY F301DENT ENGINEER (CITY ENGR.) 1 RELATIVE COMPACTION 1 B� METHOD A ❑ B 2k SUMMARY RECORD WHOLE NUMBERS IN i OPT, PLACE DENSITY 1 MOISTURE 4' /o UtiUC RC= q$ % TENT. RC = % SPECIFICATION: AT END OF MONTH ❑Preliminary tests prior to award al contract. Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT i 6$ 014119/141 19511!16' J9Glla0 RELATIVE �C7OMPACTION • If contract, use contract item f E : ^- ^- PROJECT RESIDENT ENGINEER (INSPECTOR) C�E SEND REPORT TO: CONSTRUCTION ❑ LOCATION Z7 A t,4 012 E C- RU, REPRESENTING LIMITS TYPE MATERIAL A•8• (31..0 E DEPTH DATE I - 2'"� _41? TESTED BY:_)qE TEST I, C., A FIELD NC LAB CONT. NO. 3 IW.O. OR P.O. AMF P) WT. SAND USED - - - - DATE REPTD. 8- S' E 13 . ,3662 SoiJf' ` CONTRACTOR Ck 1 F F 1T AGENCY H MAINTEN AN5E� SUBD. ❑ PERMITS AGENCY i RT LT OF CL STA ) +Q IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 1 C WT. SAND USED - - - - D TEST SAND DENSITY,, S' E VOLUME SAND USED ,3662 F VOLUME CONE + RING cI G VOLUME TEST HOLE 6 - H SAMPLE + TARE 22, Y G' I TARE WEIGHT Z.JQ J WET WT. EXC. SAMPLE . a0 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE /-$$, METHOD' MOISTURE SAMPLE IELD LAB GO 1 2 3 4 "ROCK INITIAL WT. SPECIMEN N �, p I WET WT. AT COMPACTION G WET WT. - -,' DRY WT. Q TOTAL DRY WT. 22, Y G' % ROCK — R CORR.MAX.DENSITY -- :, 71 cAWg • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E -F K =J � G CONE .1667 - L = K - (100 % + N) 0 Q = = (100% + N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F r 1 L J B- 1190 an t—� y ELOW FINISHED GRADE METHOD A Dq B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 13-6r MOISTURE 770 RC = % TENT. RC = % SPECIFICATION: NL_ %_ ❑ BILLING WILWE MME AT END W MONTH BY AL RESIDENT ENGINEER (CITY ENGR.) F3alt RELATIVE COMPACTION I -03 ❑Preliminary tests prior to award o contract. • COUNTY OF ORANGE . ROAD DEPARTMENT Material Testing Section Control ® inaterials tests RELATIVE COMPACTION ,entering into works. A. B. If contract. use contract item TEST NO. FIELD NO S CONCOOT. NOP . 34.6 OI, .O. O A FP DATE REPTD. PROJECT ' A M BO R E F— Q D. AGRUCy G N. B. RESIDENT ENGINEER (INSPECTOR) CE F'Y SONN dam' CONTRAC OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE LOCATION _ �i� �� e•C>ftE E R0. 38 �(R, REPRESENTING LIMITS SUED. ❑ PERMITS El LT 01`(, STA 148 +0 TYPE MATERIAL A• 6. DEPTH 3 TO 1611 BELOW FINISHED GRADE DATE 1- i4'-(08 TESTED BY: )4 E Q GA 1`Y IN PLACE DENSITY Al INITIAL WT. TEST SAND 2, .3(} B WT. SAND RETAINED 12.00 C WT. SAND USED 30 .30 D TEST SAND DENSITY $,3, E VOLUME SAND USED .36 F VOLUME CONE + RING G VOLUME TEST HOLE % ROCK H WT. EXC. SAMPLE + TARE 2 7, C-, C-) I TARE WEIGHT s,yp J WET WT. EXC. SAMPLE 23 91 K WET DENSITY IN PLACE , / L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE ❑ WIELD LAB WET WT. ei a Q DRY WT. ? % MOIST. M N SP. GR. ROCK 01 WET WT. ROCK ,36 DRY WT. ROCK TENT. RC = WET WT. - i 1 -T DRY WT. - 4 TOTAL DRY WT. % ROCK Q CORR.MAX.DENSITY 4"Ac • ❑ MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN RC= J00 % TENT. RC = % P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L- K= (100. +N) Q =O= (100 % +N) SM.RING .0143 1 .1810 R = (P-Q) _ Q V = FACTOR x Q _ S LG. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F 11 RESIDENT ENGINEER (CITY ENGR.) 13011 -83 ❑ BILLING WI BY 1140 1 B- METHOD A X B ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY / MOISTURE 6 97,0 70 RC= J00 % TENT. RC = % SPECIFICATION: NL_ %. OF MONTH RELATIVE COMPACTION INEER • I • T PRELIMINARY TESTS PRIOR O TO AWARD OF CONT T OPOTENTIAL SOURCE S *ED AFTER AWARD OF CONTRACT CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS O SPECIAL TESTS ROAD NO. A µF 10 3 4•b RESIDENT ENGINEER - (INSPECTOR) s ¢PArV SEND REPORT TO CCONSTrtR,UCTIO AGENCY: C,1 t-,, OF /VaWA SAMPLE OF gq�.�o,Q IL LIMITS OF SAMPLESTd. 'lag }-sc LOCA. OF SOURCE c�LQr k to r' j OWNER O MANUFACTURER DATE SAMPLED I - a3- S By FOR USE IN —41 , COUNTY OF ORANGE ROAD DEPT. Material Testing Section REPORT OF TESTS ON G / ®s s 4 X -5;- IF CONTRACT. USE CONTRACT ITEM PROJECT NAME T a M I,70C a !e CONTRACTOR ] OUTSIDE MAIN ENANCE C AGENCY TITLE SUB'D C DEPTH RECEIVED GRADING ANALYSIS I FIELD NO. CONT. yNr V.P.O. No... gNFP) T {T FI° �AJ TrO FED. NO. D DATE REPTO. SIEVE SUB'D C DEPTH RECEIVED GRADING ANALYSIS TEST SPECIMEN A I Is C D E SIEVE AS USED BPECIF. LIMITS SOUGHT COMPACTOR AIR PRESSURE MOISTURE AT COMPACTION % 3 DRY DENSITY OF BRIO., #11., FT. Iyl STABILOMETER VALUE "R" j EXUDATION PRESS. P.iL - II /7 THICK. INDICATED BY STAB. INCHES I THICK. INDICATED BY EXP. PRESS. IN. SP. DR. OVEN DKY S.S.D. APP. SUBBASE I/] FINE BASE % COARSE SURFACE L.L. I P. L. P.1. COHESION VALUE 8 TRAFFIC INDEX 16 DURABILITY FINE COA85E SPEC. j BY EXUD. PRESS 30 J j BY EXPAN. PRESS 50 B WET ggDRY O� �O AVG. SPEC. Q AT EOUIL. SPEC. 100 INDICATED COVER FOR ABOVE CONDITIONS. O `2 s SU U LART . SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % M/D CURVE NO, REMARKS: BILLING WILL BE MADE AT ENO OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 3011 -411 AGGREGATE & SOIL IN PLACE DENSITY ❑ Preliminary tests prior COUNTY OF ORANGE ='•' B to award o contract. ROAD DEPARTMENT _ C WT. SAND USED ­SAND ' ' ;, -•.� Material Testing Section TESTT NNO. C- 4 7 p 3 - -_ E VOLUME SAND USED FIELD NO. /OT v " ©„Control tests on RELATIVE COMPACTION w o ?be P.0, DRI�� i3 v VOLUME TEST HOLE materials actually H WT. EXC. SAMPLE + TARE • entering into works. & 3. /y- If item DATE REPTD J WET T. EXC. SAMPLE contract, use contract K WET DENSITY IN PLACE PROJECT .(t3.. Al R C, z "= =- AGENCY DRY 'SITY IN PLACE RESIDENT ENGINEER (INSPECTOR) '4'I :ti CONTRACTOR S SEND REPORT TO: CONSTRUCTION El ncersicr Q MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION LT OF (� S T A WET DENSITY REPRESENTING LIMITS TYPE MATERIAL` -- _ DEPTH - TO - BELOW FINISHED GRADE DATE -- ` I I�'1�. - -• TESTED BY: - "'. - L• -• IN PLACE DENSITY A INITIAL WT. TEST SAND ='•' B WT. SAND RETAINED - C WT. SAND USED ­SAND ' ' ;, -•.� D TEST - -_ E VOLUME SAND USED "• ��j�7 F VOWME CONE + RING G VOLUME TEST HOLE DRY WT. COMP. SPEC. H WT. EXC. SAMPLE + TARE "- I TARE WEIGHT - J WET T. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L I DRY 'SITY IN PLACE , METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. -.7. 3 DRY WT. r INITIAL WT. SPECIMEN %MOIST. M N SP. GR. ROCK P WET WT. AT COMPACTION WET WT. ROCK; DRY WT. ROCK Q DRY WT. COMP. SPEC. NET WT. - a D DRY WT. - a ,Rr TOTAL DRY WT. % ROCK CONDITION OF MOLD CORR.MAX. DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D I UNIT CONE +UNIT K= J+ G CONE .1667 - L =K +(100 % +N) Q =O +(100 % +N) SM.RING .0143 .1810 R = (P-Q) + Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F u ❑ BILLING WILL BE BY RESIDENT ENGINEER (CITY ENGR) 13011 .03 RELATIVE COMPACTION I 9- 1140 A y METHOD A ❑ B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT• PLACE DENSITY /3 MOISTURE 9 RC = % TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT . Material Testing Section TEST NO. C— 4.9 ¢ FIELD NO. o -� ❑-Control tests an RELATIVE COMPACTION CON T. NO.OR , (W.O. OR P.O. OR AHFP) materials actually ,-t y- • entering into works. ; ; , 6. t! j- DATE REPTD. If contract, use contract item PROJECT ?"'^^4' AGENCY " "� "^'•_° RESIDENT ENGINEER (INSPECTOR) OUTSIDE CONTRACTOR SEND REPORT TO: CONSTRUCTION El AGENCY Q� MAINTENANCEr❑ SUED. ❑ PERMITS ❑ LOCATION - '- Lo m.• r _ 3 /, -'RT' LT OF�'STA /39-- REPRESENTING LIMITS TYPE MATERIAL DEPTH TO BELOW FINISHED GRADE DATE TESTED BY: �z - -- -_ METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD AS WET W T. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M •— N SP. GR. ROCK P WET WT. AT COMPACTION WET WT. ROCK 5 DRY WT. ROCK WET WT. — s DRY WT. COMP. SPEC. CU DRY WT. — is G •.Z. TOTAL DRY WT. % MOISTURE 6� % ROCK i23� CORR.MAX.DENSITY CONDITION OF MOLD REMARKS: Test Method Calif. 216 -F r , U ❑ BILLING WI L_P F3011 -8 NT ENGINEER (CITY ENGR.) RELATIVE COMPACTION 1 B� r METHOD A ❑ B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Z 3Z— /58 MOISTURE 6 RC = S 4- q, TENT. RC = % SPECIFICATION: NL_% AT EI•1l OF MONTH e1 MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD ' S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY - CONV. FACTOR =0.592 FACTOR x Q VOLUMES, C.F. C= A— B E= C- D UNIT CONE +UNIT G =E — F K = J - G CONE .1667 — L =K -: (100% +N) Q =O= (100% +N) SM. RING .0143 .1810 R = (P —Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F r , U ❑ BILLING WI L_P F3011 -8 NT ENGINEER (CITY ENGR.) RELATIVE COMPACTION 1 B� r METHOD A ❑ B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Z 3Z— /58 MOISTURE 6 RC = S 4- q, TENT. RC = % SPECIFICATION: NL_% AT EI•1l OF MONTH e1 ❑ Preliminary tests prior COUNTY OF ORANGE to award o contract. ROAD DEPARTMENT Material Testing Section TEST No. C— 4.68 Y FIELD NO. /c;� g' �ontrol tests on RELATIVE COMPACTION w O. 6' P OROR AHFPI xa materials actually • entering into works. N.S. FAG C` CPC =TAT DATE R52n. j- If contract, use contract item PROJECT ✓.ov3a.Pm= -.F Si AGENCY °� ^''c- , -•,�o �z% •3c -4c i� RESIDENT ENGINEER (INSPECTOR) CONTRACTOR �,�iFFT,✓ SEND REPORT TO: CONSTRUCTION ❑ Ao DE Q' MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCA T ION LT OF(j>TA X§ZlItOO REPRESENTING LIMITS TYPE MATERIAL N.5- DEPTH /" TO �'�� BELOW FINISHED GRADE DATE /- 25 - -�:F TESTED BY: IN PLACE DENSITY Al INITIAL WT. TEST SAND 5�9.75- B WT. SAND RETAINED 9 So C WT. SAND USED 29 -fly D TEST SAND DENSITY N E VOLUME SAND USED ,3$ F VOLUME CONE + RING 2-q9? G VOLUME TEST HOLE 162 H WT. EX C. SAMPLE + TARE I TARE WEIGHT ^, 95 J WET WT. EXC. SAMPLE 7e.q K WET DENSITY IN PLACE L DRY DENSITY IN PLACE Gt. UN. METHOD A MOISTURE SAMPLE FIELD LAB WET WT, MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 2-q9? WET WT. _ a DRY WT. - s Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN Q O Q 24,0 P WET WT. AT COMPACTION 2-q9? 2545 Q DRY WT. COMP. SPEC. R %MOISTURE .4 }fo. CONOI TI ON OF MOLD Gt. UN. OVeR S HT. COMPACTED SPECIMEN 12 -a-2 T WET DENSITY 112.2 I 16.3 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q - VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K = J =G CONE .1667 - L = K _ (100% +N) Q = 0 - (100% + N) SM. RING .0143 .1810 R = (P-Q) - Q V = FACTOR x Q= S -G. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F L 1 " [ D alt, % - 1968 ❑ BILLING • P;EuE r�U��S DEPY. BY RESIDENT ENGINEER (CO ENGR.) RELATIVE COMPU 1 ION 1 1111- 120 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY I Ie(o jig 5 / MOISTURE o UNGE RC = q -1 % TENT. RC = % SPECIFICATION: NL_ %, AT END OF MONTH ❑ Preliminary tests prior toaward o contract. COUNTY OF ORANGE INITIAL WT. TEST SAND 3725 • ROAD DEPARTMENT 580 C WT. SAND USED Material Testing Section TEST NO. C- 4-59 TEST SAND DENSITY - E FIELD O c,, 377 o lontrol tests on RELATIVE COMPACTION NNO. W OO TOOP OR 0Ran YD / 3V4 materials actually .i$c H IWT. EXC. SAMPLE + TARE • entering into works. N.S. /= /C � , DATE REPTD. 4e If item WET WT. EXC. SAMPLE contract, use contract K WET DENSITY IN PLACE PROJECT ^iB •.PL - -� /1 %� AGENCY c� ^��=""'°O'PT DRY DENSITY IN PLACE RESIDENT ENGINEER (INSPECTOR) G7�! ✓v ✓.�sro'�K CO NT RA CT OR S SEND REPORT TO: ,CONSTRUCTION El AGENCY {F MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION ✓4i Be.picc- GS•� LT OF &STA REPRESENTING LIMITS V TYPE MATERIAL n! DEPTH / °r TO /S BELOW FINISHED GRADE DATE !� TESTED BY: CONV. FACTOR =0.592 IN PLACE DENSITY A INITIAL WT. TEST SAND 3725 B WT. SAND RETAINED 580 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY N E VOLUME SAND USED 377 F VOLUME CONE + RING G I VOLUME TEST HOLE .i$c H IWT. EXC. SAMPLE + TARE 1 TARE WEIGHT g� J WET WT. EXC. SAMPLE U,�S K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB _ WET WT. 2a,11 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK 246c' DRY WT. ROCK WET WT. - s Q DRY WT. - 3 TOTAL DRY. WT. % ROCK R CORR.MAX.DENSITY FiEGp • MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 2a,11 3 4 01 INITIAL WT. SPECIMEN 0g0o Q40U % TENT. RC = P WET WT. AT COMPACTION 246c' 2460 Q DRY WT. COMP. SPEC. R % MOISTURE FiEGp IL�.S CONDITION OF MOLD /uvoEK F -.t1. S HT. COMPACTED SPECIMEN /A ?9 /4 ¢D T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 I FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K *000% +N) Q =O +(100% +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q - S LG. RING .0302 A 969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) F3011 -63 ❑ BILLING WI LAU RELATIVE COMPACTION 1 B- 140 IA LS METHOD A ❑ B Cq- SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY MOISTURE RC = % TENT. RC = % SPECIFICATION: NL_% END OF MONTH ❑ Preliminary tests prior to award o contract. • ROAD DEPARTMENT Material Testing Seetieo TEST NO FIELD NO. J'oF3 [� RELATIVE COMPACTION CONT NO OR ontrol tests on (W.O- OR P.O. OR4'FD 3¢6 materials actually entering into Works. N..f- '=le G. DATE REPTD. • If coatroct, use contract item PROJECT GENCY •/�- �••� /.�U�PT /34:;dcAl RESIDENT ENGINEER (INSPECTOR) CONTRACTOR I�� =TiJ SEND REPORT TO: CONSTRUCTION El AGENCY MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION_ LT DR:j>TA COUNTY OF ORANGE REPRESENTING LIMITS TYPE MATERIAL � /Gz DEPTH /2� TO /-r- BELOW FINISHED GRADE DATE /-1�6-. =s TESTED BY: Y%'Q3�4 IN PLACE DENSITY Al INITIAL WT. TEST SAND 4�/5 B WT. SAND RETAINED 3 C WT. SAND USED 30.2n D TEST SAND DENSITY , E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE ./ 5 H T. EXC. SAMPLE + TARE Q,Q 1 TARE WEIGHT .�.� J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. C" C!. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. -; Q DRY WT. - 3 TOTAL DRY WT. %, ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. C. C. 1 C" C!. 2 3 4 01 INITIAL WT. SPECIMEN a400 Z a on P WET WT. AT COMPACTION 1„ Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD F/o S HT. COMPACTED SPECIMEN 11.65 T DENSITY V _WET DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C- D UNIT - CONE }UNIT G =E - F K =3 - =G CONE .1667 - L =K +(100 %o +N) Q =O +(100% +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • ❑ BILLING An RESIDENT ENGINEER (CITY ENGR.) F3011 -33 RELATIVE COMPACTION I B� rLTr: AT METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY O MOISTURE 470 un �r RC = /'00 % TENT. RC = % SPECIFICATION: NL %. OF MONTH 0 C DPreliminpq tests prior to awordlo contract, i - 2'm' er PROJEC RESIDE SEND R LOCA T' REPRESENTING LIMITS 6.La � a Tiiaw, TYPE MATER AL 'I`_�1L �_�— _ -- DEPTH 1861 TO /'I F BE69W 41SI4&HE-5v�.n.,"v^E DATE 1 f 2.31 66 TESTED BY: ht-'A, r Y COUNTY OF ORANGE rr�wr nroe eru rw,r � IN PLACE DENSITY A INITIAL WT. TEST SAND i 5 O B WT. SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY 6 E VOLUME SAND USED , j3 F VOLUME CONE + RING G VOLUME TEST HOLE , M WT. EXC. SAMPLE + TARE ) , 3 I TARE WEIGHT Z .(ap J WET WT. EXC. SAMPLE ,7 K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 24E 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT, ROCK vZ DRY WT. ROCK WET WT. -a Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY , 0 . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 (.. 24E 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION vZ —ALA Q DRY WT. COMP. SPEC. R % MOISTURE , 0 CONDITION OF MOLD «' U,OAE CG;'il�." S HT. COMPACTED SPECIMEN J 4; T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D I UNIT CONE +UNIT G =E - F K= J +G CONE .1667 - L = K + (100% +N) Q = 0 + (100% + N) SM. RING .51- 43 .1810 R = (P -Q) _ Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216•F I • I( ECEIVED JAN Z ` 1968 BILLING WILL BE PUBLIC WORKS DEPT. BY RESIDENT ENGINEER (CITY FNGR.) F30 RELATIVE. UMPA"TIO" I B� METHOD A D B SUMMARY RECORD WHOLE NUMBER IN OPT. PLACE DENSITY / d MOISTURE °c RC = 7 % TENT. RC = % SPECIFICATION: NL — %. AT END OF MONTH ❑ Preliminary tests prior COUNTY OF ORANGE INITIAL WT. TEST SAND to award o contract. ROAD DEPARTMENT d 3'? 3 Material Testing Section TEST o. C— G ` D FIELD NO. p Control tests on �' RELATIVE COMPACTION CON T. NO.OR Iw.O. OR P.O. OR AHFP/ materials actually F A µ — f 34(6 • entering into works. ' L If contract, use contract item DATE REPIT'rD. —�' PROJECT JSm LONe " AGENCY Nkuj RESIDENT ENGINEER (INSPECTOR) So km So,vi C NTRACTOR G_f" f t SEND REPORT TO: CONSTRUCTION OUT 111 ❑ AGENCY MAIN_TE NANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION TaA-.bor`cw kA. jet LT OFSJSTA )`714, r d5 REPRESENTING LIMITS CONDITION OF MOLD I E Lc VAA -l'r,N TYPE MATE IAL F) (_ / DEPTH 19 TO L9.5 E DATE 1 Z- TESTED BY: )Iie NP y HT. COMPACTED SPECIMEN IN PLACE DENSITY Al INITIAL WT. TEST SAND 0 B WT. SAND RETAINED 3 C WT. SAND USED .G,S D TEST SAND DENSITY N E VOLUME SAND USED 36 F VOLUME CONE + RING 10 G VOLUME TEST HOLE .I H WT. EXC. SAMPLE + TARE 2 I TARE WEIGHT O J WET WT. EXC. SAMPLE Z K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD AS WET WT. 2 3 DRY WT. 0 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK ,Z 5/1) Q DRY WT. ROCK WETWT. -; Q - DRY WT. a TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 0 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION ,Z 5/1) Q Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD p ¢r 01)4e,- S HT. COMPACTED SPECIMEN ) T WET DENSITY VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D I UNIT CONE +UNIT G =E — F K =1 G CONE .1667 — L = K - (100% +N) Q = 0 _ (100 %+ N) SM. RING .0143 .1810 R = (P —Q) _ Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • ❑ BILLING WILL BY RESIDENT ENGINEER (CITY ENGR) F3011 -63 RELATIVE. COMPACTION I n' 1140 METHOD A ❑ B 90 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE rr RC = /de2 TENT. RC = SPECIFICATION. NL_ %. AT END OF MONTH ❑ Preliminary tests prior COUNTY OF ORANGE to award ot contract. ROAD DEPARTMENT Material Testing Section 0 TEST NO. C— 397 3 FIELD NO. p 7 a Control tests on RELATIVE COMPACTION w O.ORP.O.OR AHFP) materials actually Ai1Flp 3g'` entering into works. .LL, • If contract, use contract item DATE REPTO. ce PROJECTlyh6 k-A --RQ l .i--C_ }_-- AGENCY ^ RESIDENT ENGINEER (INSPECTOR) JEI AE SOL CO TRACTOR Colt XS i r'L SEND REPORT TQ: CONSTRUCTION El AGENCY �' MAINTENA/NCE ❑ SUBD. ❑ PERMITS ❑ LOCATION ` ^�'�.bOr`e K 72 e LT OFSSTA 15L TOO REPRESENTING LIMITS TYPE MATER IA i DEPTH n TO 61/ BELOW FINISHED GRADE DATE Z (7 iLL TESTED BY: L", 'r.V IN PLACE DENSITY A INITIAL WT. TEST SAND Ir2 , OS B WT. SAND RETAINED O C WT. SAND USED .16-5 D TEST SAND DENSITY N E VOLUME SAND USED S F VOLUME CONE +RING ti G VOLUME TEST HOLE DRY WT. s — a H WT. EXC. SAMPLE + TARE 2 I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE ! p K WET DENSITY IN PLACE L DRY DENSITY IN PLACE CA VAAArec METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 SIg DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK A 3m0 WET WT. — a DRY WT. s — a Q TOTAL DRY WT. ROCK CORR.MAX.DENSITY R ,*I MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 SIg 2 3 4 01 INITIAL WT. SPECIMEN n 73.0 P WET WT. AT COMPACTION A 3m0 2,111190 Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD CA VAAArec L2 vE S HT. COMPACTED SPECIMEN /C. C,9 T WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = jgo,7„,:f VOLUMES, C.F. C= A— B E= C+ D I UNIT CONE +UNIT G =E - F K +G CONE .1667 - L = K - (100% +N) Q = 0 + (100% + N) SM. RING .0143 .18 10 R = (P -Q) _ Q V = FACTOR x Q < S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -63 ❑ BILLING WILL BE AM RELATIVE COMPACTION 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /C 6 MOISTURE %C U D,r RC— % TENT. RC % SPECIFICATION: NL_ %, AT END OF MONTH E lI - COARSE. MEDIUM. FINE 2 - COARSE, MEDIUM. FINE ❑ 3" B PROJECT --j- RESIDENT ENGINEER (INSPECTOR) COUNTY OF ORANGE • ROAD DEPT. Material Tasting Section REPORT OF TESTS ON COUNTY PLANT NO / ASPHALT CONCRETE CONT N. 0' TYPE B (WAD .,P.O. N . DI AH//F��P> 3 IF CONTRACT. USE CONTRACT ITEM DATE REPTD. SEND REPORT TO: CONSTRUCTION ❑ PAVING GRADE ASPHALT PEN. 60/70 ❑ 0 LOCATION OF AGGREGATE SOURCE —L-_a OWNER OR MANUFACTURER_ DATE SAMPLED Z���BY, FOR USE AS: BASE COURSE ❑ AGENCY U n S a ryry el I O TRACTOR � ✓/ IF1,A4 C; OUTSIDE L^J. MAINTENANCE ❑ SUED. ❑ PERMITS ❑ 85100 ® 120 150 ❑ J / 4( IO LIMITS OFp PROJECT / 07 -�a (�s /�C °rS REPRESENTED 66 TONS L-� TITLE JE - 7.."/ FINISH COURSE YCJ RESURFACE ❑ 11 Wuo BLICILLING WILL BE MADE AT END OF MONTH y �Rits p fPT M T STIN NGINE R <By RESIDENT ENGINEER (CITY ENGINEER) F- 3011 -03.1 BITUMINOUS GRADING ANALYSIS TEST SPECIMENS TIME SPEC. SPEC. NO, A B C D E F SPECIF. SIEVE TEMPERATURE ID1 MOISTURE BITUMEN GRADE BIT. RATIO ' GR, BRIO. STAB. RESULTS 3 4 A / CO". RESULTS 16 16 RL VALUE 30 A 50 SUSC. H2O "0 SWELL (26 MRS.) 100 _ PERMEABILITY Bit. •� VAPOR SUSC. GRADING OBTAINED BY COMBINING BINS AS FOLLOWS: BIN WT. ?b BY WT. a / NO. CYCLES MOIST. ABSORB. STgBILOMETER COHESION 3 ^ L O� FILM STRIPPING (ON COARSE CRUSHED PARTIOLES= AGGREGATE) % 15 MIN. TT° F. 2 �} •,T% 17 FIELD COMP. SP. GR. U.S. SP. GR, RELATIVE COMP. ✓! / RECOMMENDED BIT, CONTENT CONSIDERING ALL TEST DATA % REMARKS: EQUIV. GAL. PER 50, YD, FOR I" COMPACTED SURFACE= SAND EQUIVALENT SPECIF. TEMPERATURE TIME BITUMEN DRY AGG. COMP. MI% r� 11 Wuo BLICILLING WILL BE MADE AT END OF MONTH y �Rits p fPT M T STIN NGINE R <By RESIDENT ENGINEER (CITY ENGINEER) F- 3011 -03.1 BITUMINOUS O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTR ROAD DEPT. OPOTENTIAL SOURCE SA &D Material Testing Section . AFTER AWARD OF CONTRACT D CONTROL TESTS ON REPORT OF TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS AS USED • O SPECIAL TESTS COMPACTOR AIR PRESSURE P -5 -L IF CONTRACT, USE CONTRACT ITEM -ROAD NO. NAME 6112 6zR` c= /'f /PROJECT RESIDENT ENGINEER (INSPECTOR) �g- CONTRACTOR SENPEPORT TO: CONSTRUCTION OUTSIDE ,- j'",*AAINTENANCE I ^ • • PEST NO.49;F FIELD NO. CONT. Na. . P.O }W.O . Nu. NFP WO .o FED. NO. DATE REPTD. SUS'D AGENCY: Cif /�k'L9e'll7 .G. /C"'�LS SAMPLE OF/ 1 DFPTH LIMITS OF SAMPLE LOCA. OF SOURCE Q DATE SAMPLED B'! TITLE g Q- RECEIVED /—/_7 FOR USE IN RESIDENT ENGINEER (CITY ENGR.) F- 3011 -421 BILLING AGGREGATE & SOIL AT END OF MONTH GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AS USED SPECIF . LIMITS SOUGHT COMPACTOR AIR PRESSURE P -5 -L MOISTURE AT COMPACTION ^/o 3 DRY DENSITY OF BRIO.. #11D. FT. 2112 STABILOMETER VALUE "R" Z EXUDATION PRESS. P.S.I. - {-+-� THICK. INDICATED BY STAB- INCHES THICK. INDICATED BY EXP. PRESS. IN. SP. OR OVEN DRY 6. B. D. APP. SUBBASE I/T FINE BASE % COARSE SURFACE 4 G.� L.L I P. L. P.1. COHESION VALUE 8 TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. j BY EXUD. PRESS 10L ! J A BY EXPAN. PRESS 5 W B WET CRY 32. JJ AVG. 9 J SPEC. AT EQUIL. SPEC. I � INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. S $D U LART . SPEC. MOISTURE CONTENT AS RECEIVED: 96 DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: RESIDENT ENGINEER (CITY ENGR.) F- 3011 -421 BILLING AGGREGATE & SOIL AT END OF MONTH ❑Preliminary tests prior to award of contract. RI C4trol tests aff- -- . IGS materials actually • entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMM ".5. FILL item TEST NO. C— FIELD NO ) ON C T. NO.�A CON OR P.O. O AMFP T DAT PTD. ROJECT - q� NCY RESIDENT ENGINEER (INSPECTOR) C- Ekhl2 \� _Ecli sNct CONTRACT OUTSIDE SEND REPORT TO: CONSTRUCTIO_[J ❑ AGENCY ® MAINTENANCE ❑ LOCATION -� h1 (_'`.'!� 12 E C - K2 3Sz r RT REPRESENTING LIMITS TYPE MATERIAL 1` - I L DEPTH TO '� t GATE TESTED BY: -1 " �" Y IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B I WT. SAND RETAINED 1 G Cl WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING 24129 G VOLUME TEST HOLE DRY WT. - 3 Q EXC. SAMPLE + TARE I TARE WEIGHT -1^ J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 12:; „`�/ L DRY DENSITY IN PLACE u 04Ew METHOD A MOISTURE SAMPLE B FIELD LAB WET WT. MOLD NO. 1 G DRY WT. 3 4 % MOIST. M N SP. GR. ROCK % WET WT. ROCK P DRY WT. ROCK 24129 WET WT. - i DRY WT. - 3 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSI:TY R • B MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. 1 G 2,571-1 3 4 01 INITIAL WT. SPECIMEN 24CC 2<?Oo % SPECIFICATION: NL % P WET WT. AT COMPACTION 24129 2¢95 Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD u 04Ew cP7: S HT. COMPACTED SPECIMEN 11,94 T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L =K +1100`!. +N) Q =O= (100 % +N) SM. RING .0143 .1610 R = (P -Q) - Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS Test Methad Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -83 1 13- RE A f' v BILLING W� BE MADE AT 'N 251968 hORKSS BY RELATIVEPRAPACTION SUBD. ❑ PERMITS ❑ LT OF FL STA 1'54 +513 FINISHED GRADE METHOD A D B SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY MOISTURE RC = /DO f % TENT. RC = % SPECIFICATION: NL % OF MONTH .0 ❑Preliminary tests prior to award of contract. control tests on m67erials actually entering into works. • PROJECT ="A r' : '-- p• RESIDENT ENGINEER (INSPECTOR) C- =QkY SEND REPORT TO: CONSTRUCTION ❑ OUTSIDE AGENCY @ LOCATION REPRESENTING LIMITS TYPE MATERIAL / FILL DEPTH DATE — , - (, TESTED BY: `. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section . RELATIVE COMPACTION na 5:. FILL If contract, use contract item IN PLACE DENSITY Al INITIAL WT. TEST SAND % B WT. SAND RETAINED 3 C WT. SAND USED 2 `% •?; L D TEST SAND DENSITY DATE REPTD. E VOLUME SAND USED .3 S F VOLUME CONE + RING 19 (; G VOLUME TEST HOLE ) v 8 H WT. EXC. SAMPLE + TARE I TARE WEIGHT _�• r0 J WET WT. EXC. SAMPLE 'j ;�C) K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE )EC' CONTRACTOR - I F IT H MAINTENANCE L) SUBD. ❑ PERMITS ❑ -7 RT`j LT OF CL STA METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA TEST NO. — % FIELD NO 2 2 3 DRY T. IW.. R P.O. O At/ HFP)) MOIST. M DATE REPTD. SP. GR. ROCK )EC' CONTRACTOR - I F IT H MAINTENANCE L) SUBD. ❑ PERMITS ❑ -7 RT`j LT OF CL STA METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY T. 01 INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK 22-44 DRY WT. ROCK WET WT. —a Q DRY WT. — i TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY 4 2,Q . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 22 O 200 P WET WT. AT COMPACTION 22-44 22.9.E Q DRY WT. COMP. SPEC. R %MOISTURE 4 2,Q CONDITION OF MOLD U cw OVER S HT. COMPACTED SPECIMEN I o. 48s IO.4 T WET DENSITY 124-3 1 1242 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = IQ02. p VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K +(100 % +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q- S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) r30r1 -B9 ' 1 B— ❑ BILLING VftL EK MPDE AT BY RELATIVE COMPACTION FINISHED GRADE METHOD A ❑ 13 SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY i�27 I2(O MOISTURE 3 /o UNOEQ RC = S L7 TENT. RC = % SPECIFICATION: NL_%. OF MONTH ❑ Preliminary tests prior • COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section • TEST 6NO. — F1ELD NO RELAIVE COMPACTION CON T. NO. 3 Control tests On IW.N OR P.D. O AHF P) materials actually • entering into works. N.S. F)L,L { DATE REPTD. If contract, use contract item PROJECT SA M 6n k E- e F-'. L- _ a ENCY C- IN. 1 RESIDENT ENGINEER (INSPECTOR) L= E } " 6>y CONTR, OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY Q MAINTENANCE LOCATION =7A " L✓ 4., r. C R L_ 12 / REPRESENTING LIMITS TYPE MATERIAL �• C. t; : ) - DEPTH ) { TO_ ,DATE ) " 2 2— f"? TESTED BY: N C--: Y L% —.,C; f.: IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED C WT. SAND USED C ;/ C D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING i 9 `- G VOLUME TEST HOLE 170 _1 H WT. EXC. SAMPLE + TARE I TARE WEIGHT "), r J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 02. 1 L DRY DENSITY IN PLACE /oar METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 23 WET WT. - DRY WT. - 3 Q TOTAL DRY WT. % ROCK CORR. MAX. DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 2 3 4 01 INITIAL WT. SPECIMEN �Q60 P WET WT. AT COMPACTION 23 Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD /oar S HT. COMPACTED SPECIMEN T WET DENSITY iLO. V DRY DENSITY CONV. FACTOR--O.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 1 - - L= K= (i00 % +N) Q =O =(100 %+N) SM.RING .0143 .1810 ' R = (P-Q) _ Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F 0 RESIDENT ENGINEER (CITY ENGR.) '30t 1 -03 In 6Y RELATIVE COMPACTION 1 B- 140 IAA y DR L:.1-,IF� 1-1 H SUBO. ❑ PERMITS ❑, LT OF CL STA (Q- L" 1 BELOW FINISHED GRADE METHOD A ❑ B Cl SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY 102 MOISTURE RC = % TENT. RC = 85 % SPECIFICATION: NL_% ❑ for liminoo f tests o prior COUNTY OF ORANGE ROAD DEPARTME Material Testing Se TEST - .. . FIELD NO. u O S RELATIVE COMPACTION Control tests On "N OR P.O. O AH P L7 materials actOel -.- -- • entering into works. ,f:-I LL. 12 r:,c S r — DATE REPT D. Tam y� yy�� If contract, use contract iTern r ,p PROJECT Sam Lore e- CA t V tt!G/ 1 AGENCY Ct #y oT Neu,�o r- �"-,,�.. *e lkC1` RESIDENT ENGINEER (INSPECTOR) jA; SyN CONTRACTOR Q>P1'j!4ti'TLN SEND REPORT TO: CONSTRUCTION ❑ q!T111 [[Y MAINTENANCE ❑ SUBD. �. PERMITS ❑ LOCA T IONcr.`b r, K6. -ArS ® LT OFF STA ►64 +ate REPRESENTING LIMITS ` 1 rLe un 1-f nA/ TYPE MAT IAL I•' F L DEPTH 4 Z�y1 _E I= - - _- - -E DATE TESTED BY: tir p is ey IN PLACE DENSITY A INITIAL WT. TEST SAND 0S 8 WT. SAND RETAINED j p C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING 4 G VOLUME TEST HOLE .1,14q H WT. EXC. SAMPLE + TARE 2 2• I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE j R A K WET DENSITY IN PLACE 12C.0 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD ' ="" LAB WET WT. MOLD NO. 16.E DRY WT. 3 4 MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK zqo� WET WT. - a DRY WT. - e Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 16.E 2 6..i 3 4 01 INITIAL WT. SPECIMEN 2¢00 2aoo P WET WT. AT COMPACTION zqo� 'Lang Q DRY WT. COMP. SPEC. R %MOISTURE -;T0 CONDITION OF MOLD S HT. COMPACTED SPECIMEN 10.9,9 11.21 T WET DENSITY 1:0.5 126.7 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K- (100 % +N) Q =0 +(100 % +N) SM. RING .0143 .1610 R = (P -Q) + Q V = FACTOR x Q + S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • JA11 vFo 1 B- ❑ BILLING WILL BE MADE AT IC �P]; BY RESIDENT ENGINEER (CITY ENGR.) F3011 -83 RELATIVE COMPACTION METHOD A ❑ B COY SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY I 126 MOISTURE 0Pi RC = �� % TENT. RC = % SPECIFICATION: NL %. OF MONTH ❑Preliminary tests prior to award of contract, QControl tests on materials actually • entering into works. COUNTY OF ORANGE ROAD DEPARTM Material Testing Se TEST NO. C— 8 FIELD NO. RELATIVE COMPACTION Wo. ND. OR IW O. OR P O O AIY HFPUG '.J rl4C DATE REPTO. 4^iZ2-61i3O If contract, use contract item PROJECT /+f0, A �Cy ��n �r �^���. =o .r1r /3LS,�✓ RESIDENT ENGINEER (INSPECTOR) a'I^/ ✓o / x CONTRACTOR INITIAL WT. TEST SAND SEND REPORT TO: CONSTRUCTION ❑ a v Ts1y' OWIIIPAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION - %� -',- .- _- WT. SAND USED -TS' � LT OF�STA 145' -'Od REPRESENTING LIMITS " E VOLUME SAND USED TYPE MATERIAL ti % -` 'L: -DEPTH-`/- I'• = TO BELOW FINISHED GRADE DATE TESTED BY: ' ! H WT. EXC. SAMPLE + TARE I IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 1 G. C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING /o�y G VOLUME TEST HOLE ' ! H WT. EXC. SAMPLE + TARE I TARE WEIGHT, /p J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE -21.% L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE B O FIELD LAB WET WT. MOLD NO. 1 G. DRY WT, 3 4 % MOIST. M N SP. GR. ROCK % WET WT. ROCK P DRY WT. ROCK ?2c ^6 WET WT. -; DRY WT. - - Q TOTAL DRY WT. ROCK CORR.MAX.DENSITY R • B O MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. 1 G. 2c'-W. 3 4 Oj INITIAL WT. SPECIMEN Q/00 2 /o0 % TENT. RIC = P WET WT. AT COMPACTION ?2c ^6 2168 Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY /iv.6 1173 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G= E- F K= 1+ G CONE .1667 - L =K +(100 % +N) Q =O +(100 % +N)' SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q= S LG. RING .01302 .1969 REMARKS: Test Method Calif. 216 -F • ❑ BILLING WILL BE BY B� -S ROD +S I% WET) METHOD A ❑ B O SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY 105 1 /20 71 DG MOISTURE RC = % TENT. RIC = % SPECIFICATION: NL_%, AT END OF MONTH RESIDENT ENGINEER (CITY ENGft) RELATIVE COMPACTION r3011 -33 ' Preliminary tests prior ' to =ward o contract. • . i IZ Control tests on materials acteally j • entering into works. PROJtC.T' TAM 601, E RESIDENT ENGINEER ONSPECTOI SEND REPORT TO: CONSTRI�CC' LOCATION ^ �`.: .:. j''(( REPRESENTING LIMITS TYPE MATE IAL�;r_� rgcL1ti DATE ) 7 9 o C> COUNTY OF ORANGE ROAD DEPARTME Material Testing Se • TEST NO. C— FIELD NO. rJ RELATIVE COMPACTION Wo. NO O CON OR P.O. . OR AHFP) f{FP 34G DATE REPTD. If contract, use contract item AGENCY_' ,— A M .]0 AJ CONTRA OUTSIDE ION ❑ E UTSID :MAINTENANCE DEPTH TESTED BY: < <.1 METHOD A MOISTURE SAMPLE (� FIELD LAS WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. I M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK ,� ". ;;' WET WT. - a DRY WT. - i Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • (� MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS IN OPT. PLACE MOLD NO. 1 2"'...` 3 4 01 INITIAL WT. SPECIMEN TAt';� 24cc, P WET WT. AT COMPACTION ,� ". ;;' z 4 Q DRY WT. COMP. SPEC. R % MOISTURE1�,C;, CONDITION OF MOLD SL r v5 r el , !P S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G= E- F K= 1+ G CONE .1667 - L =K +(100 % +N) Q =O +(100 % +N) SM. RING .0143 .1810 R= (P -Q) _ Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F u RESIDENT ENGINEER (CITY ENGR.) ,3011 -83 140 AA — B- SUED. (J PERMITS LJ .L3 STA FINISHED GRADE METHOD A ❑ B (� SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY RELATIVE COMPACTION ❑Preliminary tests prior COUNTY OF ORANGE INITIAL WT. TEST SAND to award of contract. • ROAD DEPARTM • WT. SAND RETAINED - Material Testing SeI TEST NO. C- 310 I D FIELD NO. Q ajarm Control tests On RELATIVE COMPACTION COOT NO.OR C'N OR P.O OR H® 3QG materials actuolly F VOLUME CONE + RING • entering into works. F!L If contract, use contract item DATE REPT D. PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) v. ui, . "L"vSoN - :: CONTRACTOR (LLe" �" 1, SEND REPORT TO: CONSTRUCTION ❑ OUTSIDE AGENCY (� =• MAINTENANCE t-1 I� SUBD. ❑ PERMITS ❑ LOCATION 11 W LT OF CL STA REPRESENTING LIMITS K 7 TYPE MATERIAL DE,PTH ,-tc-/. 20' TO BELOW FINISHED GRADE DATE /-/9 -L3' TESTED BY: pE.v.P r' - fIC "SEL S IN PLACE DENSITY A INITIAL WT. TEST SAND 90 B WT. SAND RETAINED 3 C WT. SAND USED - D TEST $AND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING !a -; G VOLUME TEST HOLE DRY WT. - 3 H WT. EXC. SAMPLE + TARE o�. 40 I TARE WEIGHT �',•r_� J IWET WT. E . SAMPLE K WET DENSITY IN PLACE �;Ji,S L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA LAB ET WT. 2 3 DRY WT. ;FIELD INITIAL WT. SPECIMEN % MOIST. N SP. GR. ROCK P WET WT. ROCK 2500 DRY WT. ROCK WET WT. -; Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2aoc 2400 P WET WT. AT COMPACTION 2500 2s5o Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN /081 1109 T WET DENSITY 15,1 -5, / ?g: V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J _ G CONE .1667 - L =K +(1000 +N) Q= O= (100 % +N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • ❑ BILLING RESIDENT ENGINEER (CITY ENGR.) r RELATIVE COMPACTION i B- 1140 METHOD A ❑ B (� SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = 92 % TENT. RC = % SPECIFICATION: NL! %. AT END OF MONTH El tests prior COUNTY OF ORANGE to award o contract. ROAD DEPARTME1 / . Material Testing Sel�fi" TEST No. C— ->- / FIELD NO. RELATIVE COMPACTION ca NO. OR Control tests on (W.O. OR .O. OR A FP materials actually H entering into works. • (,L- DATE REPTO. If contract, use contract item PROJECT YOLEV, 60t o f? AGENCY C! I'l RESIDENT ENGINEER (INSPECTOR) =+ 6' CONTRACTORGP SEND REPORT TO: CONSTRUCTION 13 AGENCY Qom' MAINTENANCE ❑ SUBO. ❑ PERMITS ❑ LOCATION 5G `T2,LT OIF,.rk. -' STA REPRESENTING LIMITS TYPE MATERIAL P,1�u. f' - DEPTH 2:2 TO BELOW FINISHED -GRADE DATE IN PLACE DENSITY Al INITIAL WT. TEST SAND h "2 B WT. SAND RETAINED I A C WT. SANG USED a D TEST SAND N E VOLUME SAND USED 3 F VOLUME CONE + RING G VOLUME TEST HOLE .15.6. H WT. EX C. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE 1^ ,70 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE TESTED BY METHOD A MOISTURE SAMPLE FIELD LAS WET WT. MOLD NO. I A DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WET WT. - d DRY WT. - i Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. I A 2• A 3 4 01 INITIAL WT. SPECIMEN f -r. p Or P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE 'a.G r q-.G CONDITION OF MOLD S HT. COMPACTED SPECIMEN C 1I,S S T DEN SITY V -WET DRY DENSITY CONV FACTO R=0.592 FACTOR x Q = VOLUMES, C.F. C= A- S E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L = K _ (100;, +N) Q = 0 _ 000% + N) SM. RING 1 .0143 .1810 V - FACTOR x Q _ S LG. RING 1 .0302 .1969 REMARKS: Test Method Calif. 216 -F n �.J 140 C B• METHOD A ❑ B P- SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY ) l3 �3 MOISTURE Ttr kNde RC = q� TENT. RC = % SPECIFICATION: NL_ %, ❑ BILLING WILL BE MADE AT END OF MONTH BY I MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENG2) raon -e 5 RELATIVE COMPACTION s' • Proliminory tests prior to award of Comm, ® Conti mote, enter PROJECT RESIDENT SEND REF LOCATION R_T'' LT OF qL STA ( f 2° I Cr REPRESENTING LIMITS TYPE MATERIAL —ti. BERT- -;0 6 % `-' TO 64- L BELOW FINISHED GRADE DATE— 'Jd� TESTED BY: COUNTY OF ORANGE IN PLACE DENSITY A INITIAL WT. TEST SAND- 4- :,•..:. -�� E31 WT. SAND RETAINED ! ".. i z C WT. SAND USED ." "a , ;- I D TEST SAND DENSITY H;i. S 5 E VOLUME SAND USED .32 F VOLUME CONE + RING .2`lo v G VOLUME TEST HOLE 1 149-7 H WT. EXC. SAMPLE + TARE I TARE WEIGHT ­WT. : -7 5 J WET SAMPLE , 3 5 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 MOIST. M -N' - SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK .2`lo v WET WT. -; DRY WT. - 3 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 3 4 O INITIAL WT. SPECIMEN .2XE2r P WET WT. AT COMPACTION .2`lo v G Q Q DRY WT. COMP. SPEC. R %MOISTURE + CONDITION OF MOLD N S HT. COMPACTED SPECIMEN T WET DENSITY - V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L = K _ 0 00 % + N) Q = 0 ' (100% + N) SM. RING .01 43 .1810 R = (P -Q) . Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: I B- 1.0 y Test Method Calif. 216 -F t V BILLING WILL BE DE AT • P�811C r�Di�� Gki��►► r A.AT�R.ALF BY RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION F3011-83 METHOD A 0 B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 3 I/1.2 7 MOISTURE (%n et RC =----7-Z—% TENT. RC = % SPECIFICATION: NIL OF MONTH I IN PLACE DENSITY MAXIMUM DENSITY RATHOLE DATA METHOD A MOISTURE SAMPLE ❑ Preliminary tests prior to award o contract. COUNTY OF ORANGE ROAD DEPARTM ; ,;, �, B Material Testing S TEST NO C— 3ol0�3, INITIAL WT. SPECIMEN FIELD -Wy FIELD NO. 7. OT .p •@'Ylc .5 Control tests on o RELATIVE COMPACTION CONT NO:OR (W.O. OR P.O.OR AHFPI materials actually WET WT. /{p{� p .+4 e entering into works. ? : • ;, . - DATE REPTD. • If contract, use contract item -� -�$ PROJECT E VOLUME SAND USED RESIDENT ENGINEER (INSPECTOR) `°- 'v'' L CONTRACTOR LY1'-'' � SEND REPORT TO: CONSTRUCTION ❑ AGENCY oGE'N' © MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ I LOCATION N- RTr LT OF CL STA "- REPRESENTING LIMITS , 1 SP. GR. ROCK TYPE MATERIAL N • S QTT+ - TO = BELOW FINISHED GRADE DATE n • 19 6 B TESTED BY: IN PLACE DENSITY MAXIMUM DENSITY RATHOLE DATA METHOD A MOISTURE SAMPLE Al INITIAL WT. TEST SAND ; ,;, �, B WT. SAND RETAINED ::�, t �j INITIAL WT. SPECIMEN FIELD LAB C WT. SAND USED .yJ WET WT. AT COMPACTION WET WT. D TEST SAND DENSITY. DRY WT. COMP. SPEC. DRY WT. E VOLUME SAND USED 35-7 �( %MOIST. M N- F VOLUME CONE + RING , 1 SP. GR. ROCK GI VOLUME TEST HOLE .17 WET WT. ROCK H WT. EXC. SAMPLE +TARE WET DENSITY DRY WT. ROCK ,7 I TARE WEIGHT ';� = _ WET WT. - a J WET WT. EXC. SAMPLE -?0 10 DRY WT. - - FACTOR x Q = K WET DENSITY IN PLACE 1l .O TOTAL DRY WT. UNIT L DRY DENSITY IN PLACE K = J =G % ROCK .1667 - CORR.MAX.DENSITY Q =O= (100 % +N) . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 ._ 3 4 01 INITIAL WT. SPECIMEN nc �qCG' P WET WT. AT COMPACTION Z Gb Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN J,�p T WET DENSITY ,7 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E -F K = J =G CONE .1667 - L=K= (1000 +N) Q =O= (100 % +N) SM. .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216•F 151 A 1 B- 140 w.. y METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC= TENT. RC = % SPECIFICATION: NL_% RESIDENT ENGINEER (CITY ENGR.) F3011 -s3 RELATIVE COMPACTION ElPreliminary tests prior to award of contract. • • COUNTY OF ORANGE ROAD DEPARTME� INITIAL WT. TEST SAND LAB Material Testing Se n TEST NO. C- - C -747 F-I&LO NO. -J o{ &A 5 tests ® RELATIVE COMPACTION W•OTOR P.OROR AHFP) materials al E VOLUME SAND USED entering into works. entering into S4 .<- VOLUME CONE + RING • If contract, use Contract item DATE REPTO. f -(.a PROJECT — -t .1 -(cI. -; AGENCY �r t.!� +. -.,�>: RESIDENT ENGINEER (INSPECTOR) _ CONTRACTOR C�vr1:�11 SEND REPORT TO: CONSTRUCTION ❑ nocer+CV ® MAINTENANCE ❑ SUBO. ❑ PERMITS ❑ LOCATION CJ r QtD LT OF rL STA REPRESENTING LIMITS E: IC TYPE MATERIAL BEPT'H - TO = BELOW FINISHED GRADE DATE o :.+ TESTED BY: C.Jucl HT. COMPACTED SPECIMEN IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 3 C WT. SAND USED 2,13,40 D TEST SAND DENSITY - =, 5 E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G1 VOLUME TEST HOLE . IS H WT. EXC. SAMPLE +TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE 1 b 'Go K WET DENSITY IN PLACE IC , 5 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELO LAB WET WT. 2 3 DRY WT. O INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK ya DRY WT. ROCK WET WT.- a Q DRY WT. TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY f . MAXIMUM DENSITY RATHOLE DATA MOLD NO. - 1 2 3 4 O INITIAL WT. SPECIMEN O P WET WT. AT COMPACTION ya Q DRY WT. COMP. SPEC. R % MOISTURE f CONDITION OF MOLD 'Z- S HT. COMPACTED SPECIMEN r✓ T WET DENSITY VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D 1 UNIT CONE +UNIT G =E — F K =l =G CONE .1667 — L = K - (100% +N) Q = 0 _ (100% + N) SM. RING .0143 .1810 R = (P —Q) - Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 276•F • 1 9- ❑ BILLING WILL BE MADE L 'yj RESIDENT ENGINEER (CITY ENGR) F3011 -93 RELATIVE COMPACTION 140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Jo MOISTURE RC = % TENT. RC SPECIFICATION: NL_ %. END OF ❑ Preliminary tests prior C COUNTY OF ORANGE • R Material Testing Se T �.,p y p FIELD NO. 0�++[ Control tests on I RELATIVE COMPACTION C CON T. NO.OR OR AHFP) materials actually A A !\ F P 3'{ -6 IN PLACE DENSITY Al INITIAL WT. TEST SAND j y.¢ B WT. SAND RETAINED I C7. -50 C WT. SAND USED %y . 1 S D TEST SAND DENSITY 3-3. 55 E VOLUME SAND USED F VOLUME CONE + RING .Ialo G VOLUME TEST HOLE 4 177q H WT. EXC. SAMPLE + TARE ';� 1 ;� O I TARE WEIGHT '7 ,90 J WET WT. EXC. SAMPLE I= K WET DENSITY IN PLACE )Z,6 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT. DRY WT. %MOIST. M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WETWT. -3 DRY WT. — e TOTAL DRY WT. % ROCK CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 LE,r 2 i G„. 3 4 01 INITIAL WT. SPECIMEN 2goo Ll r•G P WET WT. AT COMPACTION i ✓'G ,� D Q DRY WT, COMP. SPEC. R % MOISTURE >J CONDITION OF MOLD S HT. COMPACTED SPECIMEN !� /, oG T WET DENSITY ? !, C 2. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D I UNIT CONE +UNIT G= E— F K= J+ G CONE 1 .1667 1 — L Q = O + (1007. + N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • ❑ BILLING WILL IS RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION F3011 -83 '_ I B- _5 METHOD A ❑ B ED SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY z a MOISTURE Z70 /! -D RC = 3 Z % TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH METHOD A MOISTURE SAMPLE FIELD LAB WET WT. DRY WT. %MOIST. M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WETWT. -3 DRY WT. — e TOTAL DRY WT. % ROCK CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 LE,r 2 i G„. 3 4 01 INITIAL WT. SPECIMEN 2goo Ll r•G P WET WT. AT COMPACTION i ✓'G ,� D Q DRY WT, COMP. SPEC. R % MOISTURE >J CONDITION OF MOLD S HT. COMPACTED SPECIMEN !� /, oG T WET DENSITY ? !, C 2. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D I UNIT CONE +UNIT G= E— F K= J+ G CONE 1 .1667 1 — L Q = O + (1007. + N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • ❑ BILLING WILL IS RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION F3011 -83 '_ I B- _5 METHOD A ❑ B ED SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY z a MOISTURE Z70 /! -D RC = 3 Z % TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 LE,r 2 i G„. 3 4 01 INITIAL WT. SPECIMEN 2goo Ll r•G P WET WT. AT COMPACTION i ✓'G ,� D Q DRY WT, COMP. SPEC. R % MOISTURE >J CONDITION OF MOLD S HT. COMPACTED SPECIMEN !� /, oG T WET DENSITY ? !, C 2. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D I UNIT CONE +UNIT G= E— F K= J+ G CONE 1 .1667 1 — L Q = O + (1007. + N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • ❑ BILLING WILL IS RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION F3011 -83 '_ I B- _5 METHOD A ❑ B ED SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY z a MOISTURE Z70 /! -D RC = 3 Z % TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH REMARKS: Test Method Calif. 216 -F • ❑ BILLING WILL IS RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION F3011 -83 '_ I B- _5 METHOD A ❑ B ED SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY z a MOISTURE Z70 /! -D RC = 3 Z % TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH ❑Preliminary tests prior to award at contract. • • Jr ®Control tests on materials actually • entering into works. COUNTY OF ORANGE • ROAD DEPARTME Material Testing Se RELATIVE COMPACTION N,s. a G;P. If contract, use contract item TEST NO C- 3O / FIELD NO. ;7p CONT. NO. OF - - - IW O. OH P O OR'IF PI ANFP° 34r DATE REPTD. /%ii-(j8 PROJECT CU C. kt A "jA-GENCY c( NewPOV-1 Bead RESIDENT ENGINEER (INSPECTOR) G. r.I - "''< ='�" ` CONTRACTOR G.,4 x01 " SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION LT OF STA 13c REPRESENTING LIMITS TYPE MATERIAL DEPTH TO 1 - fo ° BELOW FINISHED GRADE DATE - ;mac P iu _] TESTED BY: C -0 NV`3D C4 T)CGt IN PLACE DENSITY A INITIAL WT. TEST SAND ;7p B WT. SAND RETAINED 1 C WT. SAND USED 4 D TEST SAND DENSITY ._ E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING A I - G VOLUME TEST HOLE .I H WT. EXC. SAMPLE + TARE ';�O, p 1 TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE 1-1 - 1 0 K WET DENSITY IN PLACE SAO L DRY DENSITY IN PLACE Gt. UN. METFIOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 22 G Co WET WT. - a DRY WT. Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE -DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2200 22 P WET WT. AT COMPACTION 22 G Co 2.310 Q DRY WT. COMP. SPEC. R % MOISTURE M 3. S• O CONDITION OF MOLD Gt. UN. CL o -I. S HT. COMPACTED SPECIMEN T WET DENSITY Iara. I O V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = 13 02 , 0 VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L= K. (100% +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P -Q) = Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) P3011 -63 ❑ BILLING WILL M- RELATIVE. COMPACTION. T r 140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 106 109 MOISTURE 47* VNOE RC= 9% 7. TENT. RC = % SPECIFICATION: NL % AT END OF MONTH J rreliminary tests pri COUNTY OF DRANK R E TE to award o contract. m • ROAD DEPARTM 1 /'7 Material Testing Sectlon TEST NO. C— 90 ® Control tests on !y"�, RELATIVE COMPACTION FIELD NO( 4 I FIELD NO. materials actually IW.a. OR P.O. O AHFPI entering into works. • DATE REPTO. If contract, use contract item / PROJECT :SAM Gi %" R ®s AGENCY RESIDENT ENGINEER (INSPECTOR) 3014A)SONi CONTRACTOR rR4 FF IT ol)rsloE El MAINTENANCE SUED. C1 PERMITS ❑ SEND REPORT TO: CONSTRUCTION AGENCY LOCATION SAM t;OR EZ is L4 :3G� CRr LT OF�, STA C REPRESENTING LIMITS L'-' 1 TYPE MATERIAL ti'•C• F1L-1- DEPTH'''- 22— TO 23` DATE I- ) %"(c?- TESTED BY: 144R13 GAIRY IN PLACE DENSITY A INITIAL WT. TEST SAND 4 3,v C) B WT. SAND RETAINED I- qr; C WT. SAND USED G D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING GI VOLUME TEST HOLE - I -7: ^ ". H WT. EXC. SAMPLE + TARE 20-30 1 TARE WEIGHT 3.00 J WET ­­WT. SAMPLE 1`1 -3n K WET DENSITY IN PLACE 1! 4;.'� L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE.DATA FIELD LAB WET WT. 26 -H. 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. -M-T N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - s Q DRY WT. - - TOTAL DRY WT. % ROCK . R CORR. MAX. DENSITY yrIELD REMARKS: Test Method Calif. 216 -F r h1 30 R `'%' �yr RESIDENT ENGINEER (CITY ENGR.) F$D11 -e3 RERF`VE ZJ ^;,t .� _ f; BILLING WILL BE RELATIVE COMPACTION B- METHOD A ❑ B 3- SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 7 c MOISTURE RC= %1 % TENT. RC = % SPECIFICATION: NL — %. AT END OF MONTH MAXIMUM DENSITY RATHOLE.DATA MOLD NO. 16.N. 26 -H. 3 4 01 INITIAL WT. SPECIMEN _ :.�;.;y,� :mac =` - P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE yrIELD CONDITION OF MOLD unrpr:r, 'S�ovcR S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D I UNIT GONE +UNIT G =E - F K = J +G CONE i .1667 - L =K +(100, +N) Q =0 +(100 % +N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F r h1 30 R `'%' �yr RESIDENT ENGINEER (CITY ENGR.) F$D11 -e3 RERF`VE ZJ ^;,t .� _ f; BILLING WILL BE RELATIVE COMPACTION B- METHOD A ❑ B 3- SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 7 c MOISTURE RC= %1 % TENT. RC = % SPECIFICATION: NL — %. AT END OF MONTH Preliminary tests P ri� COUNTY OF ORA t. ❑ to award oI contrac • ROAD DEPARTMAW Material Testing Section TEST NO. C_—_1Z.91 FIELD NO. Z LUNT Control teats on RELATIVE COMPACTION IW.O. im P O. AHFP) 3 materials actually entering into works. N•S• FI L I- DATE REPTO. • If contract, use contract item) 'PROJECT _`AN60 k E E kU. AGEN:CY G / ti. L3. RESIDENT ENGINEER (INSPECTORP.: --( `$ON CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCY yMAINTENANFE El Sum.). ❑ PERMITS LOCATION_ 5A1� ()R ZE kLi, "04 T LT OFrt STA 17(�+10 REPRESENTING LIMITS_ TYPE MATERIAL ILL DEPTH 15— TO BELOW FINISHED GRADE DATE 1-7 TESTED BY: J14 E2L' "v 1`cy IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 3 C WT. SAND USED ,7 C D TEST SAND DENSITY —ply, ,.,,C E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. H WT. EXC. SAMPLE + TARE 2 $ I TARE WEIGHT 2•70 J WET WT. EXC. SAMPLE 2 ,g`0 K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK 2 y DRY WT. ROCK WET WT. _ a Q DRY WT. TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY ', REMARKS: Test Method Calif. 216 -F i1 L_J ❑ BILLING WI m FRESID3NT ENGINEER (CITY ENGR.) RELATIVE COMPACTION B- METHOD A ❑ B 0 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY )37 1 137 MOISTURE RC =_J1— % TENT. RC = % ISPECIFICATION- NL_ %. AT END OF MONTH MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION 2 y Q DRY WT. COMP. SPEC. R % MOISTURE ', 90 CONDITION OF MOLD S HT. COMPACTED SPECIMEN JO, a T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 I FACTOR x Q = VOLUMES, C.F. C= A— B E= C— D UNIT CONE +UNIT G= E- F K= J= G CONE .1667 - L= K- (100 % +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR —X Q- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F i1 L_J ❑ BILLING WI m FRESID3NT ENGINEER (CITY ENGR.) RELATIVE COMPACTION B- METHOD A ❑ B 0 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY )37 1 137 MOISTURE RC =_J1— % TENT. RC = % ISPECIFICATION- NL_ %. AT END OF MONTH ❑.wo Preliminary l tests prio. • to o award d contract. control tests on matM1YI5 actually entering into works. • PROJECT SAM L7iQ IKF RESIDENT ENGINEER IINSPECTOF SEND REPORT TO: CONSTRUCT LOCATION A ML' Or10E REPRESENTING LIMITS TYPE MATERIAL N'S. FILL DATE 1 ` 1-1 — r g IN PLACE DENSITY Al INITIAL WT. TEST SAND t4Q, 0 B WT. SAND RETAINED 11. cc) G WT. SAND USED Z9 .1}O D TEST SAND DENSITY 83, E VOLUME SAND USED , 3,5'1 F VOLUME CONE + RING . I G VOLUME TEST HOLE • I,SSO H WT. EXC. SAMPLE + TARE 22. '70 I TARE WEIGHT 2. -Q J WET WT. EXC. SAMPLE 120 .30 K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY7N PLACE COUNTY OF ORA ROAD DEPARTMO Material Testing Section TEST NO.. C �. FIELD N RELATIVE COMPACTION ` ° "T NO W O (.. OR P.O. O A H F P1 3 A). .5' r C l LL DATE REPTD. If contract, use contract item �. AGENCY C, /N. B. ..... �. SQ%i "SO f'+t: CONTRACTOR GR }FF }�'.. _ ID AGENCY OOTSI DE ® MAINTENANCE SUED. ❑ PERMITS ❑ U. 5Sy RT LT OF(( STA 172+(:)() DEPTH TESTED BY: N ER6 METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAS WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK j. O0 DRY WT. ROCK WET WT. —2 Q DRY WT. — - TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY F Ira Lp • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN 2,40 2400 P WET WT. AT COMPACTION j. O0 22(ej Q DRY WT. COMP. SPEC. R %MOISTURE F Ira Lp —S. C, CONDITION OF MOLD f: VJ. OV, CL. LIN, S HT. COMPACTED SPECIMEN T WET DENSITY I2� I4O.O V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E — F K = J +G CONE .1667 — L =K= (100 % +N) Q =O +(100 % +N) SM. RING .0143 1 .1810 R = (P —Q) _ Q V = FACTOR x Q - S LG. RING .0302 .1 969 REMARKS Test Method Calif. 216 -F • ❑ BILLING WILL BE 1 B- BY MATER RESIDENT ENGINEER (CITY ENGR) F3011 -83 RELATIVE COMPACTION 140 r METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS Z1570 OPT. DENSITY 140 MOISTURE OVER TENT. RC = % SPECIFICATION: NL_% AT END OF MONTH l R E El Prelimi nary tests prior to award of contract. • S ® Control' test �pp,,��+� -- materials actoa l ly entering into works. COUNTY OF ORANGE ROAD DEPARTME Material Testing Se RELATIVE COMPACTION N.S. If contract use contract item TEST NO c -a3lla FIELD NO. ) oT 5 CONT. NO. OR (W.O. OR P.O. OR AHFP) DATE D. IN PLACE DENSITY A INITIAL WT, TEST SAND 4-5 rj PROJECT " -AGENCY— 1-5. Go C RESIDENT ENGINEER (INSPECTOR) 4 CONTRACTOR C-- SEND REPORT TO: CONSTRUCTION` ❑J AG ENCY ❑ MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION VOLUME CONE + RING C2_ R LT OF (� STA ` REPRESENTING LIMITS =!EVAZ . r+ H WT. EXC. SAMPLE + TARE TYPE MATERIAL , -. ° DEPT -11 15 5 TO o BELOW FINISHED GRADE DATE *'� �''j 15, " - TESTED BY: NE "'=ON IN PLACE DENSITY A INITIAL WT, TEST SAND 4-5 rj BI WT. SAND RETAINED 1-5. Go C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED -3 Goa F VOLUME CONE + RING e G VOLUME TEST HOLE .I 633 H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE p L DRY DENSITY IN PLACE 1 '. ,METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WET WT. - a DRY WT. - e Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 2G�J. 3 4 01 INITIAL WT. SPECIMEN - P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE A- =I = CONDITION OF MOLD 1 '. Llk.' S HT. COMPACTED SPECIMEN T_WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J =G CONE .1667 - L =K +(100% +N) Q =0- (100 % +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F RFGFIVED JAN 1 - I988 ,UnKs DEPT, RESIDENT ENGINEER (CITY ENGR.) RELATIVE F3011 e3 ❑ BILLING BY COMPACTION 140 i B- _5 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC= TENT. RC = % SPECIFICATION: NL_ %. MADE AT END OF MONTH ❑Preliminary tests prior to award of contract. • • ©Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMIlift Material Testing SeWl5a RELATIVE COMPACTION If contract, use contract item 6a TEST NO. C— FIELD NO. o� s NO.W.O. OR .O. OR OR AHFP) (W-0. P AHFS? .341.6 DATE REPTD'. — 6 PROJECT j3 C': c . 0 _ AGENCY New r'Qr11_ RESIDENT ENGINEER (INSPECTOR) - +%, '- CONTRACTOR G`r TSIDE SEND REPORT TO: CONSTRUCTION El AGENCY ® MAINTENANCE- ❑ SUBD. LOCATION "-- 5 (ET:,- LT OF REPRESENTING LIMITS TYPE MATERIAL ti% ' f DATE I - -;j S . y �o h TESTED BY IN PLACE DENSITY MAXIMUM DENSITY RATHOLE DATA I Molt Al INITIAL WT. TEST SAND 3`j. Ip B WT. SAND RETAINED 0 INITIAL WT. SPECIMEN 2 op C WT. SAND USED ;.; �; WET WT. D TEST SAND DENSITY ='t _7 O DRY WT. E VOLUME SAND USED . 3 5 ¢ % MOIST. I F VOLUME CONE + RING .l"u� 1 SP. GR. ROCK G VOLUME TEST HOLE 15 WET WT. ROCK H WT. EXC. SAMPLE +TARE �7, ', =� DRY WT. ROCK 1 TARE WEIGHT - ',� WET WT. - J WET WT. EXC. SAMPLE I T DRY WT. - 3 K WET DENSITY IN PLACE 20.4- TOTAL DRY WT L DRY DENSITY IN PLACE % ROCK CORR.MAX.DEN 3ERMITS ❑ . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 �.O 2 C::�, 3 4 0 INITIAL WT. SPECIMEN 2 op �="C: P WET WT. AT COMPACTION 2 D V A Q DRY WT. COMP. SPEC. -- R % MOISTURE CONDITION OF MOLD �! '�ND= CPT, S HT. COMPACTED SPECIMEN I T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G= E- F K= J- G CONE .1667 - L= K= (100 % +N) Q= 0- o00 % +N) SM. RING .0143 .1B10 R = (P -Q) _ Q V = FACTOR x Q.- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • ❑ BILLING WI BY RESIDENT ENGINEER (CITY ENGR.) 13011 -33 RELATIVE COMPACTION METHOD A ❑ B 0 SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY 1 ) 3 MOISTURE RC = 9 % TENT. RC = % SPECIFICATION: NL_% AT END OF MONTH El Preliminary tests prior COUNTY OF OR to aware o contract. .ROAD DEPARTM roar - -2 - T 34- RF!VRESENTING LIMITS - T`L' MATERIAL -DATE S:.SA1NV A'cL< 1 s 1 IA T. TEST SANDz RETAINED USED I El VOLUME SAND USED 1 :1,L*A7!z I IHIWT. EXC. SAMPLE +TARE )' -70 I I STARE WEIGHTI.. _ DENSITY IN PLACE,; `- DENSITY IN PLACE - - E�.EVA'C�UN - DE- P- T•H- - n O -. TESTED B nia WET WT. DRY WT. % MOIST. SP. GR. R00 WET WT. RO( DRY WT. ROC WET WT. DRY WT. - TOTAL DRY V % ROCK CORR.MAf(.DE FINISHED GRADE alerla es"fig Se TEST NO. MOLD NO. ,;16;.II. FIELD NO. -.. '3..0 Control tests on RELATIV 01 F COMPACTION COTONO R Y A3H<FFPG I meter[ole actually P . . \HF IP entering into works. N � A ai I g If contracture t item DATE REPTO.' It PROJECT ° �b OYP�' Rc�•' R Cy �IIiL•*�' New ao�i '�e-ac% - RESIDENT ENGII 'ER (INSPECTOR) C CONTRACTOR Gr�Sli0 n - -� SEND REPORT TO: ' CONSTRUCTION ❑ AGENCY ❑ MAINTENANCE ❑SUBD. ❑ PERMITS ❑ ' . LOCATION ;.. 30 t LT ":pF TL STA ? l�tb ' 4c? RF!VRESENTING LIMITS - T`L' MATERIAL -DATE S:.SA1NV A'cL< 1 s 1 IA T. TEST SANDz RETAINED USED I El VOLUME SAND USED 1 :1,L*A7!z I IHIWT. EXC. SAMPLE +TARE )' -70 I I STARE WEIGHTI.. _ DENSITY IN PLACE,; `- DENSITY IN PLACE - - E�.EVA'C�UN - DE- P- T•H- - n O -. TESTED B nia WET WT. DRY WT. % MOIST. SP. GR. R00 WET WT. RO( DRY WT. ROC WET WT. DRY WT. - TOTAL DRY V % ROCK CORR.MAf(.DE FINISHED GRADE REMARKS: Test Method Calif. 216 -F • ❑ BILLING�WILL MA METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 103 121 MOISTURE C 5O L RC = 85 TENT. RC = % SPECIFICATION: NL_% END OF MONTH A PA TERIA2 EWGl R RESIDENT ENGINEER (CITY ENGR) F30! i -s3 RELATIVE COMPACTION ..' MAXIMUM,DENSITY RATHOLE' O TA MOLD NO. ,;16;.II. 24.1j. 3 4 .: 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. - R % MOISTURE 4- S.2 - +4. 5 CONDITION OF MOLD 41uuDez S HT. COMPACTED SPECIMEN n.lU lo.v T WET DENSITY it 7. e 119.,5 - V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C = A - B - E = C _ D I UNIT - CONE +UNIT G =E - F K =J =G - CONE -1661 - L = K _ (100% +N) - Q = 0 _ (100% + N) SM. RING .0143: '.1810 R = (P-Q) _ Q V = FACTOR x Q = S LG. RING .0302 .1969 - REMARKS: Test Method Calif. 216 -F • ❑ BILLING�WILL MA METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 103 121 MOISTURE C 5O L RC = 85 TENT. RC = % SPECIFICATION: NL_% END OF MONTH A PA TERIA2 EWGl R RESIDENT ENGINEER (CITY ENGR) F30! i -s3 RELATIVE COMPACTION ..' ❑ Preliminary tests prior to award of contract. • COUNTY OF ORANGE ROAD DEPARTM (o 40. 15 Material Testing Se TEST No C— oZ 3$ 10, -75. C FIELD NO. 4 O-� Jr s Control tests On RELATIVE COMPACTION 3 -r(D E VOLUME SAND USED CONT NO OR (W.O. OR P.O. OR AHFP) u� materials actually, VOLUME CONE + RING , , 09 G VOLUME TEST HOLE • (5 "- j4' p entering into works.. . -'•.� DATE REPTD. TARE WEIGHT If controct use: " fract item J PROJECTbo� ENCY G_ NEwt o�tT i��ACH RESIDENT ENGINEEft_(INSPECTOR) C- :y Q- -ova CONTRACTOR GrCC�i i SEND REPORT TO: CONSTRUCTION ❑ AGEENNCY CY AG E� MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION ?30' /RTT' LT OF i, STA REPRESENTING LIMITS HT. COMPACTED SPECIMEN 11 .= TYPE.MATERIAL N- 'z— - BE-R.T+ �9 � TO - BELOW FINISHED GRADE DATE "= -TOE UARY IS M - TESTED BY: BF- 2VSr- 1 IN PLACE DENSITY Al INITIAL WT. TEST SAND 40. 15 H WT. SAND RETAINED 10, -75. C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY 3 -r(D E VOLUME SAND USED 3 F VOLUME CONE + RING , , 09 G VOLUME TEST HOLE • (5 "- H WT. EXC. SAMPLE + TARE, . -'•.� I TARE WEIGHT 2,5 C.s J WET WT. EXC. SAMPLE i& , C) 5 K WET DENSITY IN PLACE 2A,-7 L DRY DENSITY IN PLACE MWLTHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA B WET WT. 2c, • 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. NELDLA M SP. GR. ROCK P WET WT. ROCK 24 L) p DRY WT. ROCK WET WT. -W3 Q DRY WT. - 3 — TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY F Y t-4 -'D . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 C,1) 1 2c, • 3 4 01 INITIAL WT. SPECIMEN ' 00 oZ'4 C- O P WET WT. AT COMPACTION 24 L) p g4 Q DRY WT. COMP. SPEC. — — R % MOISTURE F Y t-4 -'D CONDITION OF MOLD L) r: _',' ".& S HT. COMPACTED SPECIMEN 11 .= I I A 2 T WET DENSI TY 1 ;;. . V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = .VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E - F K = J =G CONE .1667 - L =K= (100 % +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR -x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • I B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 1`juV di,r RC = TENT. RC = % SPECIFICATION: NL_ %, ❑ BILLING WILL BE M¢pE AT END OF MONTH BY VUKFAMIER I• RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION F3011 -83 ❑ Preliminary tests prior COUNTY OF ORANGE to oword o contract.• ROAD DEPARTM _ Material Testing Se n TEST 0C -023(1/- FIELD NO.- RELATIVE COMPACTION CON\ NO OR ® Control flsf5 On IW.O. OR P.O. OR AHFPI materials actually ANF-P 3a-b entarinp into works. �. . DATE REPT D. / R If contract, use contract item PROJECTmbcv - C /NEw po rT L-� AGC -�'N�C`Y RESIDENT ENGINEER (INSPECTOR) — Tes, CONTRACTOR G:14S�zti OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY "MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION r\ RT LT OF CL STA 1 5 5 r SU REPRESENTING LIMITS> =� ='v TYPE MATERIAL ti • Ll &E-PTH 3 = TO 'mob - BELOW FINISHED GRADE DATE IS TESTED BY: NErbe\ - "Dads -ors IN PLACE DENSITY A INITIAL WT. TEST SAND 7. O B WT. SAND RETAINED 2 — DRY WT. SAND USED A5 D TEST SAND DENSITY g3,—I O E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING .t -fir G VOLUME TEST HOLE 6 �9 EXC. SAMPLE + TARE :k 6 % ROCK TARE WEIGHT . 2 S J WET WT. EXC. SAMPLE \ o U K WET DENSITY IN PLACE 3. 8 L DRY DENSITY IN PLACE IMETHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 4i,7 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M - N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - a Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DEN V,Y - %1.D . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 t t -' 2 4i,7 3 4 01 INITIAL WT. SPECIMEN .�Z q6 �` =t DO P WET WT. AT COMPACTION ;z Q DRY WT. COMP. SPEC. R % MOISTURE - %1.D CONDITION OF MOLD S HT. COMPACTED SPECIMEN � T WET DENSITY I e.3, Vl DRY DENSITY - CONV. FACTOR--O.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D I UNIT CONE +UNIT G =E — F K =J G CONE .1667 — L =K-. (100 % +N) Q =0' (100 % +N) SM.RING .0143 .1310 R = (P—Q) - Q V = FACTOR x Q - S LG. RING 1 .0302 1 .1969 REMARKS: Test Method Calif. 216 -F r -1 L J RESIDENT ENGINEER (CITY ENGR.) F3011 -03 140 i la- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY MOISTURE RC = �( TENT. RC = % SPECIFICATION NL % ❑ BILLING WIC BE PJADJ AT END OF MONTH BY RELATIVE COMPACTION . .Sea - w.afia�l6 .r. ❑ Preliminary te ontract. sts prior• COUNTY �- to award o! c ROAD DE Material To �`--' Control on ...RELATIVE entering into works. If contract, US PROJECT1`=' RESIDENT ENGI 4 R'(INSPECTOR) SEND REPORT TCONSTRUCTION ❑ AGE LOCATION (J'.� -• lt�sP„Fj.� AF44,1 .: ;4 - 17r-1 REPRESENTING LIMITS J-�� A,0 "_�-�'� TYPE MATERIAL N,S i -=ht.0 DEPTH DATE �-4,Z -,GP ^TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED sa C WT. SAND USED 30 D TEST SAND DENSITY N E VOLUME SAND USED ,.3. F VOLUME CONE + RING 1 q G VOLUME TEST HOLE , / 6.2 ) H WT. EXC. SAMPLE + TARE - I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE 7 O K WET DENSITY IN PLACE / L DRY DENSITY IN PLACE C1. OF THE PARTME� { sting Section TEST NOS FIELD NO COMPACTL4 CO�t T Nb bR lr?.b. OR P.O. OR AHFP) ,0`.sY6 DATE REPTD. e contract item J AGENCY I.., c�� Z_ GSCri/G.� v CONTRACTOR ® MAINTENANCE ❑ SUBO. ❑ PERMITS � %!5 "ttj� LT OF ({ STA i TO 71.0 11 BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE I LD LAB WET WT. MOLD NO. 1 c. ,, DRY WT. :.; 3 4 MOIST. M N SP.GR. ROCK WET WT. ROCK P DRY WT. ROCK 25C) WET WT. - n DRY WT. - e Q TOTAL DRY WT. - % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 c. ,, 2�.�, :.; 3 4 01 INITIAL WT. SPECIMEN O (_D P WET WT. AT COMPACTION 25C) =( =1 Q DRY WT. COMP. SPEC. - - R %MOISTURE - _D +:.,,; %, CONDITION OF MOLD C1. o ~ra_ S HT. COMPACTED SPECIMEN ) p (0,7 p T WET DEN SITY i.^. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = 3r, a VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K = J - G CONE .1667 - L =K= (100;0 +N) Q =O= (100% +N) SM. RING .0143 .1810 R = (P-Q) - Q V = FACTOR x Q = S LG. RING .0302 .1969 REMARKS: Test Method Calif: 216 -F JAN 17 1968 1 140 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY �)f� MOISTURE) �� I -'}� tE`C RC = �% 3 % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL_BERIADE AT END OF MONTH ❑ Preliminory tests prio• COUNTY OF ORA� to award of contract, ROAD DEPARTM } - Material Testing Section TEST ro � FI E�L�r�Oi Ci- TD 2 Control tests on W OOR P.O. Oi R S- T- A�d HG f iP I materials actually RELATIVE COMPACTION antorng into work s. s - 1r DATE REPTD. If contrgct . ontract item i PROJECT AGENCY Ar' RESIDENT ENGINEER (INSPECTOR)-tr. Te.Kc -� CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑..� MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION .:5A-Y�z�S, 10! RT 1�SF ST /.�4_ -•• i REPRESENTING - LIMITS TYPE MATERIAL - .JS. �,/Z!..F_- ('�) DEPTH r TO `/ BELOW FINISRED GRADE DATE �' /. /�h TESTED BY:IFN,Q� +F•- !-e" ''f� IN PLACE DENSITY MAXIMUM DENSITY RATHOLE DATA METHOD A MOISTURE SAMPLE A INITIAL WT. TEST SAND - 2 - B WT. SAND RETAINED Zp INITIAL WT. SPECIMEN FIELD LAS C WT. SAND USED — WET WT. q 0 d D TEST SAND DENSITY DRY WT. COMP. SPEC. WT. !? j GI E VOLUME SAND USED - 15 p % MOIST. - M N F VOLUME CONE + RING CONDITION OF MOLD SP. GR. ROCK- GI VOLUME TEST HOLE S WET WT. ROCK H WT. EXC. SAMPLE + TARE o DRY WT. ROCK DENSITY I TARE WEIGHT 3, qs WET WT. _ i V J WET WT. EXC. SAMPLE DRY WT. - s CONV. FACTOR -0.592 K WET DENSITY IN PLACE ) 3 , TOTAL DRY WT. 3 3 -' L DRY DENSITY IN PLACE ! 3 4 % ROCK CONE .1667 CORR.MAX.DENSITY IL14 • MAXIMUM DENSITY RATHOLE DATA MOLD N0. 1 - 2 - 3 4 01 INITIAL WT. SPECIMEN P -i5 WET WT. AT COMPACTION DRY WT. COMP. SPEC. - R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T_WET DENSITY V DRY DENSITY CONV. FACTOR -0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G= E- F K=3 . G CONE .1667 - L =K= (100, +N) Q =O= (100 % +N) SM. RING .0143 1 .1810 R = (P -Q) _ Q V = FACTOR x Q= S LG. RING .0302 .1969. REMARKS: Test Method Calif. 216 -F • ❑ BILLING WILL RESIDENT ENGINEER (CITE ENGR.) RELATIVE COMPACTION v3011 -83 1_ METHOD A 10 B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY �) MOISTURE RIC = TENT. RIC = % SPECIFICATION: NL %. AT END OF MONTH Ir1 LJ a ❑Preliminary tests prio• to award of contract. f�71 Control tests on 4� materials actually entering into works. COUNTY OF ORA ROAD DEPARTM Material Testing Section RELATIVE `COMPACTION 1 use - If contract, c-C N item TEST NO. C— FIELD NO. 40� b COOT. Na. OR- lW.O. OR P O aRqSZ PROJEG^1ti T r� 1\ ��n /P..1,,,,,. i' Bow.. AGEN RESII NT ENGINEER (INSPECTOR) CONTRACTOR It SEND R- FORT -TO: CONSTRUCTION ❑ OUisloe AGENCY - M AINTENANCE ❑ SUBD LOCATION (y ee R�. Seuiri 1 RT LT OF REPRESENTING LIMITS TYPE MATERIAL_ - f g G. DEPTH 5C TO+ 31; � BELOW DATE dJ TESTED BY: L,arr .+' Fj• /• /•. IN PLACE DENSITY A INITIAL WT. TEST SAND p - B WT. SAND RETAINED --to C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY 91.70 E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. - H WT. EXC. SAMPLE + TARE _Z,6,30 I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - e Q DRY WT. - TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY 1 c Lti . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 1 2 3 4 01 INITIAL WT. SPECIMEN 2 6 O P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE 1 c Lti CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY g.. V _ DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L = K ' (I DO-, +N) Q = 0 + (1009 + N) SM. RING .0143 -1810 R = (P -Q) .- Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F is RESIDENT ENGINEER (CITY ENGR.) P3011 -83 ❑ BILLING WILJ- BE M RELATIVE COMPACTION i B- A AT 'ERMITS ❑ /'7loi7 ' NISHED GRADE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC - % TENT. RIC SPECIFICATION: NL %. OF MONTH i-"'? ❑Preliminary tests prior• to award o contract. Control tests on 1°1 materials actually entering into works. COUNTY OF ORA ROAD DEPARTM Material Testing Section* TEST No C— z / RELATIVE COMPACTION item FIELD NO .4 S CONT. NO. OR lW O OR P O OR DATE REPTD. PROJECT Ted J,ore- -&.l ,J. _ AG 9jW.Y RESIDENT ENGINQE$R.(INSPECTOR) CONTRACTOR / >`! SEND REPORT TO.4k- CONSTRUCTION ❑ OUTSIDE AGENCY "MAINTENANCE ❑ SU BID. El PERMITS R -i?� ❑ LOCATION 7� 6 ri '_' /IS-') LT � STA L2(a 1= -9 REPRESENTING LIMITS TYPE MATERIAL All S. 3.t le, /&r DEPTH 8' TO E BELOW FINISHED GRADE DATE f - TESTED BY: 1 IN PLACE DENSITY A.INITIAL WT. TEST. SAND 4 � B WT. SAND RETAINED -p C WT. SAND USED g , DI TEST SAND DENSITY N E VOLUME SAND USED WET WT.. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE / H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR. MAX. DENSITY J WET WT. EXC. SAMPLE p K 'WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA ".FIELD LAB WET WT. 2 // 3 DRY WT. O INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT.. ROCK = DRY WT. ROCK WET WT. -; Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR. MAX. DENSITY REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) F3011 -83 i B� METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY I ),2- MOISTURE RC= % TENT. RC = H8 % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY ERIA E RELATIVE COMPACTION MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 // 3 4 O INITIAL WT. SPECIMEN _ 6n:) Z C. P WET WT. AT COMPACTION Za 9 Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN G' T WET DENSITY 137,Q / VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C. F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L= K= (1 Do- +N) Q =O= (100 % +N) SM. RING .0143 .1810 1 R = (P -Q) = Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR) F3011 -83 i B� METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY I ),2- MOISTURE RC= % TENT. RC = H8 % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY ERIA E RELATIVE COMPACTION i ❑Preliminary tests pri to award of contract. Control tests on - materials actually entering into works. COUNTY OF ORA ROAD DEPARTM Material Testing Section RELATIVE COMPACTION It contract, use contract item TEST NO C— 1 FIELD NO. C .� CONT. ND..OR. y. / I..a. OR P O. OC�H F�If Y 7Cv DATE REPTD. PROJECT".= .cTaMRe lzEt nb. AG-cya Y CZ Zc-4a,­t 8o -),A/ RESIDENT ENGINEER ONSPECTOR) Ta /, s a.: .''#� _CONTRACTOR (a tY 41_ arm -- SEND REPORT TO: CONSTRUCTION ❑ ouTSIDE AGENCY AINTENANCE ❑ SUBD ❑ y i2fAITS El LOCATION 7j /�� Rd '�:w R RT REPRESENTING LIMITS ax TYPE MATERIAL ti 6' R /,.. b DEPTH TO '7 BELOW FINISHED GRADE DATE TESTED BY: __4 IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 7.8 a C I WT. SAND USED !S 'n DI TEST SAND DENSITY 7. 14 E I VOLUME SAND USED ^ . F VOLUME CONE + RING DRY WT. ROCK G VOLUME TEST HOLE 22 6 H WT. EXC. SAMPLE + TARE TOTAL DRY WT I TARE WEIGHT 3 J WET WT. EXC. SAMPLE p K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE / METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA - .FIELD LAB WET WT. 'afp 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M 7. 14 1 N SP. GR. ROCK ^ . WET WT. ROCK 7. DRY WT. ROCK WET WT. - e d-• ='. 2'7 DRY WT. - - t,'77 TOTAL DRY WT c1 ROCK S CORR.MAX.DENSITY G REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -83 r METHOD A ® B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY �3 2 MOISTURE RC= f % TENT. RC = % SPECIFICATION: NL %, ❑ BILLING WILL BEMADE AT END OF MONTH BY ATERI ERA RELATIVE COMPACTION MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T _WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D I UNIT CONE +UNIT G =E - F K = J =G CONE 1 .1667 - L =K= (100% +N) Q =O= (100% +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR .x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F3011 -83 r METHOD A ® B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY �3 2 MOISTURE RC= f % TENT. RC = % SPECIFICATION: NL %, ❑ BILLING WILL BEMADE AT END OF MONTH BY ATERI ERA RELATIVE COMPACTION ❑ Preliminar tests prior CUUN 1 Y OF URANGt to award or contract, / ROAD DEPARTMEN'• Material Testing Se TEST No. C— 4R 8a ---- i FIELD NO. '� i oT �- RELATIVE COMPAtON `°"T Na OR Control tests on 1w.0. OR P O OR pHF PI materials atfually . entering Into works. 1�, S a: Y c(�� '� \'�. I • DATER D /�' -ZB-C7 If contract, use contract item OW PROJECT A.40RNCV RESIDENT ENGINEER (INSPECTOR) �- ��?-�Lrs '_CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AYFII1D'`" _. MAINTENANCE ❑: SUBD. O PER LOCATION W LOCATION -1 ', � � 'T` '# 15 LT OF CL STA 10 ^� aer REPRESENTING LIMITS TYPE MATERIAL N•`_ G,'P, DEPTH TO 1 BELOW FINISHE,f_GRAOE I DATE TESTED BY: C F+S�,L , 1= '`��;.L U N IN PLACE DENSITY A INITIAL WT. TEST SAND 41• B WT. SAND RETAINED H 5' C WT. SAND USED 3 J D TEST SAND DENSITY;.1,7 j E VOLUME SAND USED J? F VOLUME CONE + RING G VOLUME TEST HOLE • I�l H WT. EXC. SAMPLE + TARE 1 TARE WEIGHT h` 5 J WET WT. EXC. SAMPLE. K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METH01p A:. MOISTURE $PLE MAXIMUM DENSITY RATHOLE DATA F# LAS WE7 WT. C.C, 2 3 DRY WT. Oj INITIAL WT. SPECIMEN %a MOIST. M N SP. GR. ROCK P WET WT. ROCK a DRY WT. ROCK WET WT. — a Q DRY WT. — 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. C. C, 1 C.C, 2 3 4 Oj INITIAL WT. SPECIMEN -4400 . Gp P WET WT. AT COMPACTION a E3 Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S /�.,db,- S HT. COMPACTED SPECIMEN / /.,SS /, O T WET DENSITY 1123.0 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E=C' D UNIT GONE +UNIT G =E - F K =J ' G CONE .1667 - L =K +(100 % +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F r 1 LJ ❑ BILLING 35 1 B- 1140 r METHOD A D B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 0 /a5 MOISTURE /%O Ong v RC = �% 6 % TENT. RC - % SPECIFICATION: NL_ %. AT END OF MONTH A. �"RR'TER7A>�'ENG INEER I RESIDENT ENGINEER (CITY ENGR) F3011 -03 RELATIVE C,y.MPACTION • ' Preliminary tests prior COUNTY OF ORANGE - ❑., to award of contract. ROAD DEPARTMEN _:: Material Testing Se TEST NO. C- . Al INITIAL WT. TEST SAND FIELD NO.�%. q B Control tests on °RELATIVE COMPACTION COOT NO.O. CON OR P.O. OR AHFP) .. materials- gatually - TEST SAND DENSITY N 1'\ k F P 24 - entering into works. Iv ° v Y o { 2% ' G - VOLUME TEST HOLE , If contract, use canMOCt item DATE REPT 0 I TARE WEIGHT PROJECT J Y� �ijCY C 11V C -��-a o. z ��-.• c�- . RESIDENT ENGINEER (INSPECTOR) " `'v CONTRACTOR DRY DENSITY IN PLACE SEND REPORT TO: CONSTRUCTION S MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION O/ - RT LT OF (L STA .�' -7 '1 4 O REPRESENTING LIMITS V DRY DENSITY TYPE MATERIAL �� � C, G 'P DEPTH 'BELOW FIN.IEU GRADE DATE. �E r -• -% �,. ' TESTED BY: (Z- n42 �- y- . O sot` E= C= D UNIT CONE +UNIT G =E -F IN PLACE DENSITY Al INITIAL WT. TEST SAND <}.;�. °i E B WT. SAND RETAINED I I CJ C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY N E VOLUME SAND USED c F VOLUME CONE + RING G - VOLUME TEST HOLE DRY WT. - 3 H WT. EXC. SAMPLE + TARE 0 I TARE WEIGHT 5, � J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. I 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK . DRY WT. ROCK WET WT. - i Q DRY WT. - 3 TOTAL DRY WT. - % ROCK R CORR.MAX.DENSITY -Z • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2.4 d, 3 4 01 INITIAL WT. SPECIMEN - Z4 pQ P WET WT. AT COMPACTION . DO Q DRY WT. COMP. SPEC. R % MOISTURE -Z CONDITION OF MOLD S HT. COMPACTED SPECIMEN — p T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E -F K = J =G CONE .1667 - L = K - (100 0 +N) Q = 0 - (100q + N) SM. RING .0143 .1810 R = (P -Q).= Q V = FACTOR x Q- S LG. RING - .0302 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGIQ _, F3a11 -s3 . ❑ BILLING WI i 9- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Ile /1iZG 3 >e MOISTURE u - RC = % TENT. RC = % SPECIFICATION: NL %, AT END OF MONTH BY ATERIA E RELATIVE COMPACTION E2Preliminary tests prior to award o contract. 0 Control tests on materials actually entering Into works. • COUNTY OF ORANGE ROAD DEPARTM Material Testing S_. tieD TEST NO. C— 48 a 4- FIELD NO. RELATIVE COMPACTION ` ° "T "° °R Iw.O. OR P.O. OR AHFPI N "7. L V Y '� "h .�\ I-ch DATE REPTD. If contract, use coil PROJECT S a�wt \bGy.ee 1k Q\1 "AGENCY �i INewpovi 'F3eaek �. RESIDENT ENGINEER ( INSPECTOR) �%'. y5y1��� -' CONTRACTOR SEND REPORT TO:. CONSTRUCTION ❑ AclylVi'vE ❑ MAINTENANCE ❑ SUED. ❑ �t LOCATION LT OF FL STA REPRESENTING LIMITS TYPE MATERIAL T'• DEPTH II TO 17 r BELOW FINISHED GRADE DATE �= - %1 TESTED BY: CA'tq'� F .yAp`.ON IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED C WT. SAND USED a'O D TEST SAND DENSITY ,'7 1 E VOLUME SAND USED $ F VOLUME CONE + RING ' G VOLUME TEST HOLE .. j g 4 H IWT. EXC. SAMPLE + TARE I TARE WEIGHT 75 J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE •,�3 L DRY DENSITY IN PLACE METHOD A MOISTURE ��'PLE FIE - L LAB _ F DRY WT. % MOIST. M M N N SP. GR. ROCK WET WT, ROCK DRY WT. ROCK WET WT. - ': DRY WT. TOTAL DRY WT. % ROCK CORR.MAX.DENSITY. MAXIMUM DENSITY RATHOLE DATA:_.:-' - MOLE) NO. C. C. 1 C', C, 2 3 4 01 INITIAL WT. SPECIMEN 4 CC - P WET WT. AT COMPACTION 4 aD Lf Q DRY WT. COMP. SPEC. R %MOISTURE t'e7J CONDITION OF MOLD /u d e 6uee S HT. COMPACTED SPECIMEN J4, R 3 91 T WET DENSITY /31,.2 '- - V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = - VOLUMES. C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K = J =G CONE .1667 - L = K - (100% +N) Q = 0 _ (100% + N) SM. RING .0143 .1810 R = (P-Q) _ Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F 11 1 (f INO .y METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /3 2 / MOISTURE /7o tie r RC= ZOO TENT. RC = SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH BY TERI 'w EER I RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION REMARKS Test Method Calif. 216 -F 11 1 (f INO .y METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /3 2 / MOISTURE /7o tie r RC= ZOO TENT. RC = SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH BY TERI 'w EER I RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION ❑ Preliminary tests prior COUNTY OF ORANGE INITIAL WT:z:TEST SAND LAB to award at contract. - ROAD DEPARTMENT, .� 3 C WT. SAND USED Material Testing Se t# = ?` TEST NO C— 4-395 TEST SAND DENSITY ES1. -T •24g''- FIELD NO. x' .4 -4 �-. ` muftral�at�41Y1 RELATIVE COMPACTI0�1 C ONT. NO. OR w ° °R�; r T� ^�uP'S� G ente�g t`oWwotrks. -- H WT. EXC. SAMPLE • . -S. -` If contract, use contract item DATE REPTD. /� -ey$- 7 !3 _ - z - K PROJECT :'`Gi- AGENIi' -- -. . RESIDENT ENGINEER (INS ) = -_Zoh �SOV, CONTRACTOR - -` SEND R P� Tv!.- ,jvb�TI OUT ID pl INTENANCE ON ❑ AGENAc E '- ❑ SUBD. ❑ PERMITS ❑ ' LOCATrr N /R� LT OF rL STA WET DENSITY - REPRESENTING LIMITS - A"oov �. 6'.`r -- - TYPE MATERIAL r�-' -0EPTH ` -` TO -- -y` cE—%- FIN' DATE (--7 TESTED BY: 'CJ A'D O - IN.PLACE DENSITY Al INITIAL WT:z:TEST SAND LAB 81 WT. SAND RETAINED 3 C WT. SAND USED " D TEST SAND DENSITY ES1. -T *VOLUME SAND USED '3$ F VOLUME CONE + RING •. -;�;�` G VOLUME TEST HOLE DRY WT. - s H WT. EXC. SAMPLE I TARE WEIGHT C�Gv J WET W EXC. SAMPLE - K WET DENST. ITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA --- 4fIELD- LAB WET WT. 2 _ 3 DRY WT. 01 " %MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK - - WET WT. - a Q DRY WT. - s TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY - . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 _ 3 4 01 INITIAL WT. SPECIMEN - - - P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE ,0 }2- CONDITION OF MOLD CC S HT. COMPACTED SPECIMEN T WET DENSITY - IA V DRY DENSITY CONV. FACTOR-0.592 I FACTOR x Q = - VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F - K = J _ G CONE .1667- - +N) Q= 0- (100 % +N) SM. RING -_ .0143 - .1810 R = (P -Q) - Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • 1 B' 1tme METHOD A ❑ B to SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY U26 MOISTURE Z RC - % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WI L}, BE MADE AT END OF MONTH BY - rTpA1'EAIAlG4NGINE ER - " RESIDENT ENGINEER (CITY ENGR) F3ail -03 RELATIVE COMPACTION • ❑ Preliminary tests prior COUNTY OF ORANGE to award at contract. ROAD DEPARTMENT I f Material Testing Sectioee TEST NO. c- /8 6 �' FIELD NO CON T. NO. OR ®G materials s tests act al RELATIVE COMPACTION 1w.a. aR P O. OR AHFPI materials actually A n F" 1' 34 C) entering into works. t IQ Q 4 C(,3 Ora IQ DATE REPTD. .. If Contract, use controct item PROJECT qggENCV ``/ New 1 _ RESIDENT ENGIR (INSPECTOR) `s CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ ncersiCYE" MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION A RT LT OF rL STA 1 REPRESENTING LIMITS TYPE MATERIAL — 81Qe `v' DEPTH •, to TO BELOW FINISHED GRADE DATE Oy C-(3 TESTED BY: , "-} 'A IN PL-X DENSITY A I ITIAL WT. TEST SAND - B T. SAND RETAINED 1 C ggg SAND USED MOIST. DITILST j N . SAND DENSITY .�,� EJAVOLUME SAND USED 3423 ._ 3 VOLUME CONE + RING !^ , G VOLUME TEST HOLE TOTAL DRY WT'. ". H WT. EXC. SAMPLE + TARE I TARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE If Qj _•k •, METHOD A Mal$ RE SAMPLE :' LD LAB WET WT. avo 1 DRY WT. ggg 4 MOIST. M j N . SP. GR. ROCK .�,� WET WT. ROCK P DRY WT. ROCK ._ 3 WET WT . -3 !^ , DRY WT. Q TOTAL DRY WT'. ". Ici.1 % ROCK CORR.MAX.DENSITY !8i<. .,' MAXIMUM DENSITY.RATHOLE DATA MOLD NO. 1 2 3 4 Oj INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR--O.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D I UNIT CONE +UNIT G= E- F K= 1- G CONE .1667 - L =K +(100 % +N) Q =O= (100% +N) SM.RING .0143 .1610 R = (P -Q) + Q V = FACTOR x Q - S LG. RING 1 .0302 1 .1 969 REMARKS: Test Method Calif. 216 -F RECEIVED 0 JAN 1'-1968 °".j'BLiC r ulblxS RESIDENT ENGINEER (CITY ENGR) V301 1 -03 1 140 I B- METHOD A ® B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY I -L - IS "' MOISTURE 7 TENT. RC = % SPECIFICATION: NL_7 ❑ BILLING WILL BE MADE AT END OF MONTH DE 1. BY RELATIVE COMPACTION ❑ Prelikinary tests prior COUNTY OF ORANGE J' J to sword o1 contract. ROAD DEPARTMENT Material Testing Sectio TEST I o8C— 187 FIELD NO. X${ 9- RELATIVE COMPACTION CON T. NO.OR Control tests on (WA. OR P.O OR RPM materials actually entering into works. DATE REPTD. ` If contract, use coot 'item 1 PROJECT '�Br ,�� '��' AGEY RESIDENT ENGINEER (INSPECTOR) �- T CONTRACTOR SEND REPORT TO: CONSTRUCTION El AaceNCV -- AINTENANCE ❑ ,{ �SUBD. El PERMITS El LOCATION 1{N . RT L7 OF EL. STA ` REPRESENTING LIMITS TYPE MATERIAL —DEPTH TO . BELOW FINISHED GRADE I DATE TESTED BY: V '7' S DGE IN PLACE DENSITY A INITIAL WT. TEST SAND _ BI WT. SAND RETAINED 1 C WT. SAND USED ^ D TEST SAND DENSITY % E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE DRY WT. - 3 H WT. EXC. SAMPLE + TARE I TARE WEIGHT :, ! O J I WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE METHOD A MOIS'1'1#R!`. SAMPLE B ❑ F& LAS WET WT. MOLD NO. 1 DRY WT. 3 4 MOIST. M4 % SP. GR. ROCK " WET WT. ROCK P DRY WT. ROCK WET WT. -; - DRY WT. - 3 TOTAL DRY WT. % ROCK 2G CORR.MAX.DENSITY 1 7.S :CaPtl . B ❑ MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN % TENT, RC = % SPECIFICATION: NL O/. P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY ' CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 L =K +(100% +N) Q =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • 1 B- 1140 METHOD A B ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY MOISTURE y RC = i % TENT, RC = % SPECIFICATION: NL O/. ❑ BILLING WILL BE MADE AT END OF MONTH BY ' MAT ENGI F3011 -6 RESIDENT ENGINEER (CITY ENGRJ RELATIVE COMPACTION b. C !/ COUNTY ORANGE ROAD DEPT. SIEVE i 3 4 - COQ ARSE, MEDI Mil _ a Material Testing Section A COUNTY PLANT NO. REPORT OF TESTS O N -21" -COARSE, MEDIUM, FINE • �: ��. E ASPHALT CONCRETE TYPE B SPECIE. (W- D'°.O`°t AHFPI 3Tb i I 3 ❑ 8 E IF CONTRACT, USE CONTRACT ITEM DATE REPTD. J PROJECT q mfA0�r2.E`. E AGENCY 1je"jOeT,�r- RJ IC /✓ RESIDENT ENGINEER (INSPECTOR) �!• .�edytt OAJ CONTRACTOR 4wi4-JQ yjj riO SEND REPORT TOAiSPHALT CONSTRUCTIO 6 ❑ ❑ AAGENCB MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ //�j r 120.150 ❑ LOCATION OF AGGREGATE SOURCE d2"J t. /0.1, K. Cy.Ai LIMITS OF PROJECT . 0 �RMe^ c? OWNER OR MANUFACTURER �.1C /C'IC /T 11 A C. j//./ REPRESENTED /w'D � TONS DATE SAMPLED_ ��Y -lug BY f-1�/6 TITLE FOR USE AS: BASE COURSE FINISH COURSE ❑ RESURFACE ❑ GRADING ANALYSIS TEST SPECIMENS SIEVE TIME SPEC. SPEC NO. A B C D E F SPECIE. TEMPERATURE MOISTURE BITUMEN GRADE )/ 6 -' BIT. RATIO II/) RY oq SP. GR. BRIO. % ✓ O STAB. RESULTS 3 4 4 COH. RESULTS 8 4 7_ 16 RT.VALUE 30 Z. y 50 SUSC. H20 Do SWELL (24 HRS.) 200 PERMEABILITY VAPOR SUSC. GRADING OBTAINED BY COMBINING BINS AS FOLLOWS: BIN WT. %BY WT. d . NO. CYCLES MOIST. ABSORB. STABILI ETER CONE..ON 3 Z Y f' FILM STRIPPING (ON COARSE AGGREGATE) IS MIN. TT° F. CRUSHED PARTICLES = % 2 4 FIELD COMP. SP. GR. LAB. SP. GR. RELATIVE COMP. ( T RECOMMENDED BIT. CONTENT CONSIDERING ALL TEST DATA % REMARKS: EQUIV. GAL. PER 50. YO. FOR I" COMPACTED SOfl FACE= SAND EQUIVALENT SPECIF. TEMPERATURE TIME BITUMEN DRY AGG. COMP. MIX 0D / O ' lJ JAN 101969 ❑ BILLING WILL BE MADE AT END OF MONTH WORKSDcPT1 M L TES G EN WEER Br RESIDENT ENGINEER (CITY ENGINEER) F -30t1 -03.1 RITI 1 \IIAI/111e • • PRELIMINARY TESTS PRIOR TO AWARD OF CO OPOTENTIAL SOURCED AFTER AWARD OF NTRACT CONTROL TESTS ON MATERIALS ACTUALLY fNTERING.INTO WORKS SPECIAL TESTS ROAD NO. COUNTY OF ORANGE ROAD DEPT. 40 Material Testing Section REPORT OF TESTS ON A. B - C14,5-s- 3 1/ IF CONTRACT. USE CONTRACT ITEM PROJECT NAME TP11-\13pq C -?- TEST NO. -ZS30 -- `53 FIELD NO. /1 CW O ar P I .O. Nu, or ARFPI A K FR 3" FED. NO. DATE PTD. /--'` .—`p RESIDENT ENGINEER '(INSPECTOR) GRADING ANALYSIS CONTRACTOR �/ L SEND REPORT TO: CONSTRUCTION OGENIDE ® AGENCY: Cfry�/NEWVOQi HEJMCH MAINTENANCE Lj SUB'D 0 PERMITS E] SAMPLE OF R -� SIEVE Z530 DEPTH LIMITS OF SAMPLE SEE iZEiK #RI[5 AS USED SPEC IF. LIMITS M SOUGHT COMPPCTOR AIR PRESSURE P.S.I. LOCA. OF SOURCE�j�AE MA NUFAOCTURER BLUE D /ANIOND p N7I REPRESENTED DATE SAMPLED -78-47 B'( $TLPAFFENS TITLE E ^ - RECEIVED 12-2Q ^67 y1�2 FOR USE IN 1�SE 5rc-r. JAN I 1403 �u T_:l WORK 6 DER ❑ BILLING WILL BE RESIDENT ENGINEER (CITY ENGR.) F- 3011-e21 AGGREGATE & SOIL.. . AT END OF MONTH ENGIN GRADING ANALYSIS TEST SPECIMEN A B C D 'arE SIEVE Z530 Y 2531 AS USED SPEC IF. LIMITS M SOUGHT COMPPCTOR AIR PRESSURE P.S.I. MOISTURE AT COMPACTION % j CRY DENSITY OF BRIO., #11U. FT. ZI�2 STABILOMETER VALUE "R" 2 EXUDATION PRESS. P,S. I. Il/o THICK. INDICATED BY STAB. INCHES THICK. INDICATED BY EXP, PRESS. IN, s-2 s SP. GR. OVEN DRY S.S.D. APP, SUBBASE 1%I FINE BASE % COARSE SURFACE L. I P. L. P. 11 - COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. j BY EXUD. PRESS 30 /Q O_2Ss J j BY EXPAN, PRESS 50 W IS WET ¢7 DRY AVG. SPEC, AT EOUIL. SPEC. IDS INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. zoo 2 4 Z- 5U Z IU LART- SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % M/O CURVE NO. REMARKS: 67 -2530 srA, rz+ 467-Z53i srA j 28 i_ JAN I 1403 �u T_:l WORK 6 DER ❑ BILLING WILL BE RESIDENT ENGINEER (CITY ENGR.) F- 3011-e21 AGGREGATE & SOIL.. . AT END OF MONTH ENGIN ❑ Preliminary tests prior COUNTY OF ORANGE ' to award a contract. ROAD DEPARTMENT Material Testing Sectio TESTbo C— 71 FIELD NO. I 0{ . � Control tests on RELATIVE COMPACTION (aI OTOR P.OROR NFP) materials actually AAA F P -A4- 6 entering into works. (` �I \1 - DATE REPT If contract, use cowtjt item PROJECT_„ ANCy �.% +J�w 1'sv. RESIDENT ENGINEER (INSPECTOR) i...) SO — CONTRACTOR Gvr Ss .} h SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION 1 LT OF STA tL 8A 50 REPRESENTING LIMITS F' \2.�• r'' -� O.G TYPE MATERIAL TO 14 °- BE60W FINISHED GRADE DATE a,y 4 �t 96 in TESTED BY: ti IN PLACE DENSITY A INITIAL WT. TEST SAND j, 5;.: B WT. SAND RETAINED I 1 55 C1 WT. SAND USED 28,00 DI TEST SAND DENSITY 2„95 El VOLUME SAND USED , 337 roo F VOLUME CONE + RING .1 6 I o G VOLUME TEST HOLE •.I '_, � b HI T. EXC, SAMPLE + TARE ) 3C> I TARE WEIGHT CORR.MAX.DENSI'fY-. J WET WT. EXC. SAMPLE p K WET DENSITY IN PLACE 1 Cn. , 5 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2L. r 3 DRY WT. 01 INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK. A r 0 D DRY WT. ROCK WET WT. - a Q DRY WT. - 3 TOTAL DRY WT. %, ROCK R CORR.MAX.DENSI'fY-. E L T,:: . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 L.S. 2L. r 3 1.. 4 01 INITIAL WT. SPECIMEN o-+ n p 2acc P WET WT. AT COMPACTION A r 0 D '' 69 Q DRY WT. COMP. SPEC. R % MOISTURE E L T,:: 4.0 % CONDITION OF MOLD VV E' S� "V< S HT. COMPACTED SPECIMEN - T WET DENSITY '•r, V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L = K �- (100% +N) Q = O_- (100T + N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 2 1 131- ,. JAN 10 1968 ❑ BILLING WILL -BE MADE PUBUC WORKS DEPT, BY u M RESIDENT ENGINEER (CITY ENGR.) F301 1-63 RELATIVE COMPACTION 140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS =F/) DENSITY MOISTURE RC = 72 % TENT. RC = % SPECIFICATION: NL_ %. END OF MONTH _--T -- ❑Prelim�ary tests prior to awl d o contract. Control tests On IL]i materials actaolly entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Sectiel -RELATIVE COMPACTION It contract, use contract item I TEST `NO. C— 7q t- FIELD NO. pY COy T. NO. OR 1W.0. OR P.O. OR AHFPI AwF'P 34G DATE REPTD. PROJECT Samb�'� r. .•.:.1. AG CY C- .L:IN-.e.w Sao•; i "'r��F `, cln RESIDENT ENGINEER (INSPECTOR) �' ToV r or CONTRACTOR SEND REPORT T06- CONSTRUCTION El A1 eNCY Y: MAINTENANCE El D El SUB. PERMITS El � LOCATION JO r (kb LT OF OL STA REPRESENTING LIMITS �yo TYPE MATERIAL - Fil1 2Z- -R-T -H l5 ° -� TO 11E ' $E - DATE TESTED BY: IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 1 . 4 cn C WT. SAND USED ��� , 50 D TEST SAND DENSITY c -r E VOLUME SAND USED 53' F VOLUME CONE + RING - G VOLUME TEST HOLE .17 H WT. EX C. SAMPLE + TARE I TARE WEIGHT 3 J WET WT. EXC. SAMPLE . a K WET DENSITY IN PLACE 119,3 L DRY DENSITY IN PLACE C METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M 'N SP. GR. ROCK -' WET WT. ROCK P DRY WT. ROCK WET WT. - <. . DRY WT. - ' Q TOTAL DRY WT. ROCK CORR.MAX.DENSITY R • MAXIMUM DEN RATHOLE DATA MOLD NO. 1 2 xor 3 4 01 INITIAL WT. SPECIMEN p P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE -f- CONDITION OF MOLD C ci S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR -0.592 FACTOR x Q = VOLUMES, C.F. C= A- 8 E= C= D UNIT CONE +UNIT G =E -F K =J =G CONE .1667 - L= K= (100 % +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P-Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • ❑ BILLI BY F3011-83 NT ENGINEER (CITY ENGR.) RELATIVE COMPACTION. 1 a- 1140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IIT lA y MOISTURE 2 �� r4er. RC= % TENT. RC = % SPECIFICATION: NL_ %, END OF MONTH ❑ Preliminary tests prior to award o contract. COUNTY OF ORANGE INITIAL WT. TEST SAND LAB ROAD DEPARTMENT 68 1C111 Material Testing Setfi0d4poW.1 TEST NO. C— /c;40 .. .:..' FIELD No. Control °a'� lly. RELATIVE COMPACTION} CONT. NO. OR w o oR R.OY R j , ls F VOLUME CONE + RING entering into works.. N VOLUME TEST HOLE DRY WT. - 3 . DATE REPTD. / o. . If contract, use controt*atem TARE WEIGHT PROJECT. .,.:., `i. AGE11�' .f2w�9rl�E'a c`h.. RESIDENT ENGINEER (INSPECTOR)_ 7, __: Cy,nhl L;,- CONTRACTOR Cz ,,AA MAINTENANCE SEND REPORT TO: CONSTRUCTION ❑ ouTSIDE AoeNCr n.: ❑ SUBD. ❑ PERMITS ❑ LOCATION """5 f iR T1.LT OF rL STAB REPRESENTING LIMITS �- s- -- - - -- TYPE MATERIAL N.S. $EPT'F+ r '� ° TO Imo• = 'BE�-OW "F+N+S H6s -6RAa6 'DATE S'3r "?�c� i�, I�Z.<?F� TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 1C111 C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING ,1 c 1 C; G VOLUME TEST HOLE DRY WT. - 3 H WT. EXC. SAMPLE + TARE -- I TARE WEIGHT x,00 J WET WT. EXC. SAMPLE ,� O K WET DENSITY IN PLACE. , L DRY DENSITY IN PLACE METHOD A MOISTURE SA MP, FIELD LAB WET WT. MOLD NO. 1C111 DRY WT. 3 4 % MOIST. I M N SP. GR. ROCK WET WT. ROCK P1 DRY WT. ROCK WET WT. 41 DRY WT. - 3 Q TOTAL DRY WT. -- % ROCK CORR.MAX.DENSITY R REMARKS: Test Method Calif. 216 -F i B- 1140 METHOD A ❑ B ®, SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC - o `3 TENT. RC = % SPECIFICATION: NL — %. ❑ BILLING WILL BE N*DE_AT END OF MONTH Ezm MATERIALS WluErvr ENGINEER (cln ericrf) RELATIVE COMPACTION i3a1f -03 r ' MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1C111 2 cD 3 4 01 INITIAL WT. SPECIMEN P1 WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. -- R % MOISTURE 3. C) r. CONDITION OF MOLD S T. COMPACTED SPECIMEN 10. Q ..=•.6 T WET DENSITY ': �; , • ' "' ' p V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D I UNIT CONE +UNIT G =E -F K . G CONE 1667 - L = K +. (100% +N) Q = 0 (100%, + N) SM. RING .0143 .1810 R = (P-Q) Q V = FACTOR x Q + S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F i B- 1140 METHOD A ❑ B ®, SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC - o `3 TENT. RC = % SPECIFICATION: NL — %. ❑ BILLING WILL BE N*DE_AT END OF MONTH Ezm MATERIALS WluErvr ENGINEER (cln ericrf) RELATIVE COMPACTION i3a1f -03 r ' j ❑ Otliminory tests prior COUNTY OF ORANGE to award o contract, ROAD DEPARTMENT d8 Material Testing Seetiod1F"W TEST NO. C— /(;1`4 f FIELD NO. - 1 ON C RELATIVE COMPACTION T "° °R Control 1e515 On CI" aH P.O. OH CO AHFPI ! materials actually ontenng into works. ^I , ! icz- If contract, use contra.Ct item DATE REPTO. PROJECT t,M%e�� ;'��• AGaCY RESIDENT ENGINE-V'# (INSPECTOR) L � Tom �1 CONTRACTOR C%r:, SEND REPORT TO: —CONSTRUCTION C1 AGENCY ' 'AINTENANCE ❑ SUED, ❑ PERMITS ❑ LOCATION 2C ' `F2'lJ'` LT OF rt,. STA 0 REPRESENTING LIMITS F' ice_,._ - TYPE: MATERIAL ', IDEPPT; -I- - TO I � S F7I;44-2 LFINISN�IE DATE Savwz'-`! �5 1. Zc c TESTED BY: C' DP.'o ZON IN. MACE DENSITY A INITIAL WT. TEST SAND - }Q,' -; B WT. SAND RETAINED IC C WT. SAND USED 3i.� •-4= D TES7 SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING DRY WT. COMP. SPEC. G VOLUME TEST HOLE DRY H WT. EXC. SAMPLE + TARE ,�; I TARE WEIGHT C C J WET WT. EXC. SAMPLE y = _ K WET DENSITY INPLACE L DRY DENSITY IN PLACE 11,71 METHOD A MOI STUD- SAMPLE MOLD NO. FIELD LAB WET WT. 4 Oj INITIAL WT. SPECIMEN DRY WT. %, MOIST. M N SP..GR. ROCK f WET WT. ROCK DRY WT. ROCK DRY WT. COMP. SPEC. WET WT. - ,'- DRY TOTAL DRY WT. %MOISTURE % ROCK ,3 CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 1k, 4 Oj INITIAL WT. SPECIMEN Aggib pj WET WT. AT COMPACTION 2 f Q DRY WT. COMP. SPEC. R %MOISTURE AZAkD ,3 CONDITION OF MOLD S HT, COMPACTED SPECIMEN 11, r 11,71 T WET DENSITY , V DRY DENSITY CONV. FACTOR -0.592 FACTOR x Q = ) .n- VOLUMES, C.F. C= A- B E=C i D UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L=K- (I00, +N) Q= 0 +It00� +N) SM.RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q r S LG. RING 0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER. (CITY ENGR.) F3011 -83 i a- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY o�- I MOISTURE 2 /O TENT. RC = % SPECIFICATION: NL_ %, ❑ BILLING WILL BE MADE AT END OF MONTH m RELATIVE COMPACTION I • ❑Preliminary tests prior to award of contract. ® Control tests -- materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section - RELATIVE COMPACTION I If contract, use contract item I PROJECT T2�','.''r>:,'. `'•"' AGENCY- ��tVi:w r ; >orl 'Grdc.h B RESIDENT ENGINEER (INSPECTOR) _ C . U) ," r. CONTRACTOR G.,4 WT. SAND USED SEND REPORT TO: CONSTRUCTION ❑ AocersiC V, MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION WET WT. ROCK �oU ` :f2 T. LT OF (L STA 1G =' REPRESENTING LIMITS �i- v'ai,on DRY WT. - 3 H IWT. EXC. SAMPLE + TARE TYPE MATERIAL hl.`� DE -PT-14 Imo% ° - TO `� - vccv^'ri- F+ir.:ai�EV ^$icAVE- DATE = ��•..�� y ��� 196b TESTED BY: - A'Rt;_ F ✓A"D SOtJ - KEfV l =( -' :'- ''�',� L DRY DENSITY IN PLACE IN PLACE DENSITY A INITIAL WT. TEST SAND + e" B WT. SAND RETAINED 14 , CV C WT. SAND USED 4 D TEST SAND DENSITY f3.76 N E VOLUME SAND USED , WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOL J DRY WT. - 3 H IWT. EXC. SAMPLE + TARE I ITARE WEIGHT CORR.MAX. DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE t, 4 METHOD A MOISTURE SAMPLE B FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 %MOIST. M N SP. GR. ROCK `r WET WT. ROCK P DRY WT. ROCK WET WT. - DRY WT. - 3 Q TOTAL DRY WT. % ROCK CORR.MAX. DENSITY R • B MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN RC= /Jr `r TENT. RC = P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE f .5-% CONDITION OF MOLD t, O v Qr- S HT. COMPACTED SPECIMEN , (� 'T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D I UNIT CONE +UNIT G =E - F K = J G CON E .1667 - L =K= (100 % +N) Q =0- (100 % +N) SM. RING .0143 .1810 R = (P -Q) = Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • ❑ BILLING 8Y BE RESIDENT ENGINEER (CITY ENGR) RELATIVE COMPACTION F3011 -e3 13- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY �3 °IO der MOISTURE RC= /Jr `r TENT. RC = % SPECIFICATION: NL_%. AT END OF MONTH ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT 6 Material Testing Section . TEST !i C— /¢/ _ FIELD NO a pC J NO.OR ❑ Control teats on RELATIVE COMTION IW -O. CONT. OR P,O- OR ANFP) materials actually _ entering 1MO.worlts. DATE REPTO. If contract, use contract item 1 PROJECT - =c', <_ .AGENCY �-�tJ6W pC"yA RESIDENT ENGINEER (INSPECTOR) �ohvi' CONTRACTOR Cyr L j SEND REPORT TO: CONSTRUCTION ❑ nab ® MAINTENANCE ❑ SUEID, ❑ PERMITS ❑ LOCATION � U R� LT OF CL STA 1 "� 1 RE PR B ' TING.LIMITS f TYPE M $ t` DEP-T-W 1 `�' TO l�..aS r' SLOW F7N4&H -= —G_°^E DATE_ _:44 �i�, �'.. b r', TESTED By:- IN PLACE DENSITY A INITIAL WT. TEST SAND � C) , B WT. SAND RETAINED 1? , C WT. SAND USED 4 O TEST SAND DENSITY N E VOLUME SAND USED J2 p F VOLUME CONE + RING .1 a V G VOLUME TEST HOLE H WT. EXC. SAMPLE +TARE TOTAL DRY WT. I TARE WEIGHT 2, J WET WT. ETC. .SAMPLE 1 t , �, 0 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE C4 METHOD A MOISTURE SAMO € FIELD LAB WET WET WT, MOLD NO. 1 OR DRY WT. 4 % MOIST. M N SP. GR. ROCK' :, ' WET WT. ROCK, WET WT. AT COMPACTION DRY WT. A450 WET WT. - a DRY WT. - ' DRY WT. COMP. SPEC. TOTAL DRY WT. % ROCK CORR.MAX.DENSIT`. -, • MAXIMUM. DENSITY RATHOLE DATA MOLD NO. 1 OR 2 4 O INITIAL WT. SPECIMEN Pj WET WT. AT COMPACTION 9400 A450 Q1 DRY WT. COMP. SPEC. R %, MOISTURE E3 CONDITION OF MOLD C4 S HT. COMPACTED SPECIMEN tl�3 O 6C T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES; 'C. F. C= A- B E C= D "kT CONE +UNIT G.= E- F K= J G CONE " --x1667 - L = K : (100% +N) Q = 0 + (1007. + N) SM. RING .0143 .1810 R = (P-Q) + Q V = FACTOR x Q+ S LG: RING .0302 .1969 REMARKS: Test Method Calif. 216 -F lJ i B• METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY LZ b MOISTURE � RIC = _� % TENT. RC = % SPECIFICATION: NL— %. ❑ BILLING WILL BE MADE AT END OF MONTH NVA PRE51DEN7 ENGINEER (CO ENGR.) RELATIVE COMPACTION • ❑ Preliminary tests Prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section , TEST NOk— /¢oti FIELD NO '�j p' RELATIVE COM TION OON T. NO.OR Control tests on IW.O OR P 0 OR AHFP) materials actually entering into works. N ,S , L" C�v3d ;r �'�'-,'. DATE REPT D. If,zantract, use contract item PROJECT e l.. - AGENCY RESIDENT ENGIIJ pNSPEC TOR) AJ ° t^` CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ E ❑ MAINTENANCE ❑ SUBD. PERMITS ❑ LOCATION RT © OF CL STA I j4{`- S REPRESE&ftlNG LIMITS TYPE MA 1{iL c� C . 'p DEPTH ri TO Y % BELOW FINISHED GRADE DATE ....; -:t -/ fit 12)61 TESTED BY: C F 'Dad- IN PLACE DENSITY A INITIAL WT. TEST SAND . LAB B WT. SAND RETAINED 1 / _ C WT. SAND USED 4 D TEST SAND DENSITY Q 3.7 0 E VOLUME SAND USED 2 F VOLUME CONE + RING .I b t p G VOLUME TEST HOLE i H WT. EXC. SAMPLE "64 -. I. TARE WEIGHT X.DENSITY J WET ­WT. SAMPLE K WET DENSITY IN PLACE �!-t L DRY DENSITY IN PLACE " u %= METHS] MOISTURE SAMPLE FIELD LAB WET WT: MOLD NO. 1 / _ DRY WT. ' 3 4 % .;: -'.M INITIAL WT. SPECIMEN N ROCK ROCK P ROCK . -; - 'RY Q WT. "64 -. K X.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 / _ 2G2< 3 4 01 INITIAL WT. SPECIMEN U 0 ^ a P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD " u %= L= •� S HT. COMPACTED SPECIMEN -'p - T WET DENSITY I V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J_ +G CONE .1667 - L =K +(100 % +N) 0 =O +(100 % +N) SM. RING .0143 .1810 R = (P-Q) + Q V = FACTOR x.Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F I • RESIDENT ENGINEER (CITY ENGR.) '3011 -s3 rLP 1 13. METHOD A 0 6 Fj SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 3 I ? MOISTURE U RC TENT. RC = % SPECIFICATION: NL — %. ❑ BILLING WILL BE MADE AT END OF MONTH RELATIVE COMPACTION ' [ COUNTY OF ORANGE ❑ Preliminary tests prior to award of contract, � �9° ROAD DEPARTMENT . Material Testing Sectie TEST NO. C 411 FIELD NO. 1 0't 2. CONT NO OR Control rests on 'RELATIVE COMPACTION Iw'O. OR P.O.OR AMFPI sntering into works. N , S , '.,,1 el If contract, use PROJECT •AVn�cti 1'`• q RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION El OUTSI OE Wy AGENCY I� LOCATION REPRESENTING LIMITS TYPE MATERIAL F;1111 DEPTH E DATE L,.! —7 TESTED BY: C IN PLACE DENSITY. A INITIAL WT. TEST SAND 42 ,U �_-, B WT. SAND RETAINED 4 C WT. SAND USED D TEST SAND DENSIT L` =- -.:. &1. -7 \ E VOLUME SAND USE .�j'7 F VOLUME CONE + RING - L-, G VOLUME TEST HOLE . I. t3 1 y H WT.. SAMPLE + TARE C- " I " TA EIGHT 2, p J IWET WT. EXC. SAMPLE -, p K WET DENSITY IN PLACE L DRY DENSITY IN PLACE DATE +D.! nt'_"t item - .NCY CONTRACTOR MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ dCt LT OF CL STA - TO I_ . BELOW FINISHED GRADE . METHOD A MOISTIIRE SAMPLE MOLD NO. °.iFIELO LAB WET T. 4 O DRY WT. % MOIST. M N SP..GR. ROCK ,�.iDO WET WT. ROCK DRY WT. ROCK Q WET WT. - a DRY WT. - - TOTAL DRY WT. R % ROCK CORR. MAX.DENSITY • MAXIMUM DENSITY RATHOL DATA MOLD NO. 1 C'D 2 -. 3 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION ,�.iDO -_ - Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN I:,�p T WET DENS ITY I V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q =130 ^¢ VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E — F K = J _ G CONE .1667 — L =K= (100% +N) Q =O= (100 % +N) SM.RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q.= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • 'l 'j . . ❑ BILLING W16 B BY RESIDENT ENGINEER (CITY EroGR) F3011 -83 RELATIVE COMPACTION 1 B� Q1 METHOD A ❑ B El SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY S MOISTURE I Yc' RC = `J I % TENT. RC - % SPECIFICATION: NL_ %, AT.END OF MONTH ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Sectio ®, Controlll tests only RELATIVE CI eRt 9 into works. If Oondnct. use PROJECT Sao `'`"1110 1- - RESIDENT 'ENGINE ONS PECTOR) SEND REPORT TO:' - CONSTRUCTION ❑ OUTSIDE AGENCY LOCATION REPR6ENTING LIMITS TX , TERIAL 1V�i DEPTH. 6T TESTED BY: IN PLACE DENSITY Al INITIAL WT. TEST SAND;. � B WT. SAND RETAINED I`. Jj C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY 1,-7 1 E VOLUME SAND USED WET WT. ROCK FI VOLUME CONE + RING . I G9 G VOLUME TEST HOLE .I tea. H WT. EXC. SAMPLE + TARE 1� , 5 .I TARE WEIGHT , J WET WT. EXC. SAMPLE 4 "/ K WET DENSITY IN PLACE 4 L DRY DENSITY IN PLACE ACTION act item TEST NO C— 49x6�� FIELD NO. CONT. NO. OR (W.O. OR P.O. OR AHFP) DATE REPTD. (r/rr3awG'% MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ ' LT OF (� STA _TO L - " BELOW FINISHED GRADE F 'DAY tOAt METHOD A MOlsRE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT.:,,.,::' 2 C'J 3 C ' DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK '6 C> O DRY WT. ROCK WET WT. -e Q DRY WT. _ TOTAL DRY WT: % ROCK. R CORR.MAX.DENSITY i . MAXIMUM DENSITY RATHOLE DATA MOLD NO. t CG 2 C'J 3 C ' 4 01 INITIAL WT. SPECIMEN I 0.0 P WET WT. AT COMPACTION '6 C> O Q DRY WT. COMP. SPEC. - R %MOISTURE 4 "/ CONDITION OF MOLD V VEST. S HT. COMPACTED SPECIMEN 11, -7 T WET DENSITY I OG. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = 1�q � 7� VOLUMES, C.F. C= A— B E= C= D I UNIT CONE +UNIT G= E— F K= J _ G CONE .1667 — L = K - (100% +N) Q = 0 = (100% + N) SM. RING .0143 .1810 R = (P —Q) > Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS: r U �, 'I t., _ :1 .1 F ,-, Test Method Calif(, I., .'r 9• METHOD A ❑ B SUMMARY. RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY >u MOISTURE ���-7v RC= C�`7 TENT. RC = SPECIFICATION: NL — %a. ❑ BILLING WILL E MADE AT END OF MATH • BY R' ER RESIDENT ENGINEER (CITY ENGR.) roan -ea RELATIVE COMPACTION ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ! ROAD DEPARTMENT p Material Testing Section TEST NO. C- C, 7 4 a t3J FIELD NO. a \ o CONT. NO. OR —Q antral tests on RELATIVE COMPACTION (W.O. aR P.O.OR P materials actually ANFP=- 4•b • entering into works. N.' ; - DATE RE D. /02- If contract, use contract item PR04EQT - - "-<<, AGENCY - RESIG!"T ENGINEER (INSPECTOR) CONTRACTOR Gc� IT - OUTSIDE SEND RZPORT TO: CONSTRUCTION ❑ AGENCY �.- - MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION . ,RTJ LT OF (L STA 15 7+ O REPRESENTING LIMITS C'' J AEiobC TYPE MATERIAL N. S. SERTW '- TO 3 °- BELOW FINISHED GRADE DATE! TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 1 C WT. SAND USED 4 D TEST SAND DENSITY I N E VOLUME SAND USED .WET WT. ROCK F VOLUME CONE +RING .1,- -.;,� G VOLUME TEST HOLE DRY WT. - 3 H WT., EXC. SAMPLE + TARE I TARE WEIGHT CO RR. MAX. DENSITY J WET WT. EXC. SAMPLE J K WET DENSITY IN PLACE I a1, L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE ' FIELD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % M0 55 T I M1 I N SP; GR. ROCK .WET WT. ROCK DRY WT. ROCK WET WT. _- s DRY WT. - 3 TOTAL DRY WT. % ROCK CO RR. MAX. DENSITY REMARKS: Test Method Calif. 216 -F 1 a. METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /,2 MOISTURE /g D RC = % TENT. RC = % SPECIFICATION: NL_% {, F ! ,, D ❑ BILLING W B AD AT END OF MONTH 19Sf. ,.....\ DEPTi BY A 1 EER 11DENT ENGINEER (CITY ENGR) RELATIVE COMPACTION 11 -63 MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 . SPECIMEN' 2 COMPACTION "MOISTURE MP. SPEC. RE ,ION OF MOLD CTED SPECIMEN p, T WET DENSITY? V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C = A - B - E = C+ D "_ UNIT CONE +UNIT G =E - F K =J +G CONE .1667 - L =K'. (100 % +N) Q =O= (100 % +N) SM.RII 0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F 1 a. METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /,2 MOISTURE /g D RC = % TENT. RC = % SPECIFICATION: NL_% {, F ! ,, D ❑ BILLING W B AD AT END OF MONTH 19Sf. ,.....\ DEPTi BY A 1 EER 11DENT ENGINEER (CITY ENGR) RELATIVE COMPACTION 11 -63 ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section TEST NO. C— G% - 4 T 36 ��.�a� FIELD I e2 mControl tests On RELATIVE_ COMPACTION (W. NO T. O NR O.OR OAHFP) 6teilk as "actually entering "into works. 1 DATE REPTD. /02- l�f-�.% . If contract, use contract item PROJECT AGENCY RESIDENT ENGINEER (INSPECTOR) `• ?'.iS ' "' CONTRACTOR �- go SEND REPORT TO: CONSTRUCTION ❑ oursloe AGENCY .. °MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION RT LT OF (� STA I X54 REPRESENTING LIMITS €I -�r =�A• TYPE MATERIAL N S, F. 11 9EATH TO ' -'' 9E�LOW- FINISHED GRADE DATE :32r- c 14 TESTED BY: E•= VA'c� S c ra I • CE DENSITY A INITIAL WT. TEST SAND ,-)p B WT. SAND RETAINED ! 1 5 C WT. SAND USED ^' D TEST SAND DENSITY _- E VOLUME SAND USED ,3 F VOLUME CONE + RING G VOLUME TEST HOLE DRY `- H WT. EX C. SAMPLE + TARE: ,r I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE M6YHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA " FIELD LAB WET WT. 2 i,/. 3=` ` DRY WT. "•`- INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK z. 4 o DRY WT. ROCK WET WT. -4 Q DRY `- TOTAL DRY WT. %, ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA " MOLD NO. 1 k(- W, 2 i,/. 3=` ` 4 01 INITIAL WT. SPECIMEN 7-4 0 0 2 a o 0 P WET WT. AT COMPACTION z. 4 o C Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD t. wycR as S HT. COMPACTED SPECIMEN O T WET DENSITY 12, 1.3 p V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. " C= A- B E= C- D UNIT GONE +UNIT G =E - F K =J +G CONE .1667 - L= K +(t00`io +N) Q= 0- (i00 % +N) SM. RING -.0143 .1810 R = (P-Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F301 t -63 ❑ BILLING WRL BE VFM RELATIVE COMPACTION 1 9- -5 FIELD i5 11% WE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / MOISTURE 2 4% /AID F r4 RC= 53 % TENT. RC = % SPECIFICATION: NL%, AT END OF MONTH i ` - ` ❑ Preliminary INITIAL WT. TEST SAND LAB tests prior Y ' to award of contract. i Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT / Material Testing Section TEST NO. C— 17 e¢ u a FIELD NO. 'A't a9 + RELATIVE COMPACTION (w 0. oN00. a, owl;FTDt P) 4J r DATE REPTD. If contract, use contract item 467.77 AGENCY c �. RESID8A,WNGI NEER (INSPECTOR) '­-' u CONTRACTOR S-.o\. SEND REPORT TO.: CONSTRUCTION ❑ A°NINS % , MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION �~ �-� r LT OF CL STA REPRESENTING LIMITS TYPE MATERIAL �!j `- 9E PT H TO � BELOW- PNViSHELTGItAUE-- DATE T >�: C. 1 S �J �� TESTED BY: IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED C. C. 1 C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING ' G VOLUME TEST HOLE DRY WT. - '- DRY H WT. EX C. SAMPLE + TARE D" I TARE WEIGHT CORR.MAX.DENSITY J WET _ . EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE G/o METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. C. C. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK . WET WT. ROCK PI DRY WT. ROCK WET —WT- s DRY WT. - '- DRY Q TOTAL DRY WT. % ROCK - CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. C. C. 1 C.C, 2 3 4 01 INITIAL WT. SPECIMEN ';L69 o 4b . PI WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. - R % MOISTURE f ,y, CONDITION OF MOLD G/o ul ' S HT. COMPACTED SPECIMEN „tea o.6 T WET DENSI TY 135-.3 13a. V DRY DENSITY CONV. FACTOR-0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G = E - F K = J +.G CONE .1667 - L =K +(1 DO % +N) Q =O +(100% +N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x + S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F I B- RECEIVED ❑ BILLING WILL MA DEC 2 1967 %. PUBLIC urUtiS DEPT. BY- `\ RESIDENT ENGINEER (CITY ENGR.) F301 143 RELATIVE COMPACTION METHOD A 0 B �f SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /36 MOISTURE RC = 9 % % TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH t ❑ Preliminar tests prior COUNTY OF ORANGE to award of contract, ROAD DEPARTMENT Material Testing Section • TEST NO. C- G -2 Io 3 FIELD NO. IZ oA 4 0` O ONTControl test W O.O OP .00R OR / M -V f_6 -atee gs ,oct ual I RELATIVE COMPACTION +Q3� enering into works. _ DATE REPTO. If contract, use contract item PROJECT ..- _ ` C AGENCY RESIDENT ENGINE _. (INSPECTOR) Tc.L�vv:: -�^ CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCE ❑ SUBD`❑ PERMITS ❑ LOCATION LT OF I� STA REPRESENTING LIMITS TYPE MA TERIAL I" i' DEPTH TO � BEI-6W FINISHED 8RA4DE DATE TESTED BY: — k-�s tv rWlr ACE DENSITY -A )INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 1 C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING - G VOLUME TEST HOLE / H WT. EXC. SAMPLE + TARE I TARE W €IGHT ^> J WET .� EXC. SAMPLE 'aJ. K WET DENSITY IN PLACE I " L DRY DENSITY IN PLACE " .METHOD A m6ig;aJRE SAMPLE ?J£LD LAB WET WT. MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK PI DRY WT. ROCK - WETWT. —a DRY WT. Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 Ah 3 4 01 INITIAL WT. SPECIMEN '2ZD0 ZRDO PI WET WT. AT COMPACTION 2ZG 2 0 0 Q DRY WT. COMP. SPEC. R %MOISTURE 'aJ. 1,4 ILA CONDITION OF MOLD Fu+ y N f-dee S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT. GONE +UNIT - G =E —F K =1 +G CONE .1667 — L =K +(100% +N) Q =0 +(100 % +N) SM. RING .0143 .1810 R = (P —Q) ' Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F L M im. i 8� METHOD A ❑ B E3 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 2r%p kPl,}ri( RC= '1_% TENT. RC = SPECIFICATION: NL_ %. RESIDENT ENGINEER (CITY ENGR.) r3011 -83 RELATIVE COMPACTION ❑ Preliminar tests prior COUNTY OF ORANGE Y to award o %contract. ROAD DEPARTMENT Material Testing Section • TEST NO. C— G % I FIELD NO Control tests on RELATIVE COMPACTION w A ?OR PAR R F materwo actually e works. i.. ; '. r'1 .:...y -. ent ring IMO ' -, DATE REPTD. If contract, use controct Item PROJECT *V-%) ep AGENCY- r C" I RESIDENT ENGINEER (INSPECTOR) C -' —6"1 InS" CONTRACTOR- OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION�'s t LT OF Ct. STA-+� " .REPRESENTING LIMITS TYPE MATERIAL `- ` - DEPTH ) ,.. TO - 1L) BELOW FINISHED GRADE DATE 'nl= L' - TESTED BY: I _- `ACE DENSITY A INITIAL WT, TEST SAND LAB B WT. SAND RETAINED 1H.A. 1H. C WT. SAND USED - - - - D 'TEST SAND DENSITY N E VOLUME SAND USED '3 F VOLUME CONE + RING 2 fio GI VOLUME TEST HOLE I H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.M AX. DEN 5TY J WET WT. EXC. SAMPLE - K WET DENSITY IN PLACE I B , L DRY DENSITY IN PLACE N 1 HOD SA A MOIST , E SAMPLE FIELD LAB WET WT. MOLD NO, 1H.A. 1H. DRY WT. 3 4 %MOIST. M N SP -. GR. ROCK WET WT. ROCK P DRY WT. ROCK 2 fio WET WT. —4 DRY WT. - 3 Q TOTAL DRY WT. % ROCK CORR.M AX. DEN 5TY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO, 1H.A. 1H. 2 3 4 01 INITIAL WT. SPECIMEN O O P WET WT. AT COMPACTION 2 fio Z f0 ' Q DRY WT. COMP. SPEC. R % MOISTURE Tj•[i Q CONDITION OF MOLD N fm S HT. COMPACTED SPECIMEN O. 93 D•7 T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C = A — B E = C - D'..: UNIT CONE +UNIT G = E - F K = J = G- . CONE .1667 - L= K= (100 % +N) Q= O= (100 % +N) SM.RING 0143 .1810 R = (P -Q) - Q V = FACTOR x Q -_S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • L BY RESIDENT ENGINEER (CITY ENGR) F3011 -03 RELATIVE COMPACTION i B• METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN Lt4—Ae PLACE DENSITY I MOISTURE S RC = — —IoO % TENT. RC = % SPECIFICATION: NL_% `rr ❑ Preliminary tests prior COUNTY OF ORANGE to award o contract. ROAD DEPARTMENT z Material Testing Section TEST NO. C— G 7 FIELD NO. RELATIVE COMPACTION CONT NO.OF Iq Control tests on tw.o. ow r o o NFr 34�i W! materials actually a,c entering into works. DATE REPTD. ' JA �I8 —G % • + If contract, use Contract item PROJECT 3fa V'n\o. ei AG DtGY C RESIDENT ENGINEER (INSPECTOR) T' �- -_ t CONTRACTOR < <� SEND REPORT TO: _ CONSTRUCTION ❑ nceecr Y'`MAINTENA NCE ❑ SUBD. ❑ PERMITS ❑ LOCATION RT LT OF CL STA U: J REPRESENTING LIMITS -` TYPE MATERIAL L h "? DEPTH TO ' 'J BELOW FINISHED GRADE DATE !F2E - - r TESTED BY: IN-PLACE DENSITY A INITIAL WT. TEST SAND AS B WT. SAND RETAINEDj=.,�,. 1 C WT. SAND USED •"„r; �'p D TEST SAND DENSITY N E VOLUME SAND USED .3 3 06 F VOLUME CONE + RING 11-01.1 1 _; G VOLUME TEST HOLE . / G H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE /a L DRY DENSITY IN PLACE LA ryck Q METHOD A MOISTURE SAMPLE , -, IELD AS WET WT. - 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK - WET WT. _ : DRY WT. - s Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R . MAXIMUM DENSITY RATHOLE *TA MOLD NO. 1 2 ae 1 3 4 01 INITIAL WT. SPECIMEN c0 j# crd P WET WT. AT COMPACTION A4410 Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD LA ryck Q ov'R S HT. COMPACTED SPECIMEN j O. q'7 o - T WET DENSITY t , O V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C_ D UNIT CONE +UNIT G =E -F K =J =G CONE .1667 - L =K- (100 % +N) Q =O= (100 % +N) SM. RING .0143 .1810 R = (P -Q)'' Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.)' ) F3011 -03 . R.ELATI ❑ BILLING BY Ilo L A- B—+ METHOD A ❑. B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / 8 / MOISTURE �, uAi 'Ef:_ R RC = 9.5� % TENT. RC = % SPECIFICATION: AT END OF MONTH COMPACTI ' O PRELIMINARY TESTS PRIOR TO AWARD OF CON T T OPOTENTIAL SOURCE 5 ED B AFTER AWARD OF CO RACT D CONTROL TESTS ON 0 MATERIALS ACTUALLY ENTERING INTO WORKS . O SPECIAL TESTS COMPACTOR AIR PRESSURE P.S.I. • COUNTY OF ORANGE ROAD DEPT. Material Testing Section REPORT OF TESTS ON IF CONTRACT. U6E CONTRACT ITEM PROJECT NAME SAN�BOQrE 'Q &7-243-4, 2434m TEST NO. ?¢3S .243(0 FIELD NO. CT(. (W.O[O. . yr N . P.O. Z No. or AHFP) FED. NO. DATE REPTD. fl RESIDENT ENGINEER '(INSPECTOR) SON NSON CONTRACTOR Ci.P /Fdi'rN CLD, SEND REPORT TO: CONSTRUCTION OGENIDE MAINTENANCE ❑ SUB'D L PERMITS El AGENCY: CITY AFACH SAMPLE OF A. 74, ,'T DEPTH LIMITS OF SAMPLE LOCA. OF SOURCE 0RHA,06E p TI�y MANUFACTURE¢ SLUE ��@ REPRESENTED DATE SAMPLED' 14p2�-11 67 BY � 5/ G.�oF.�E.�'s � � ' TITLE 9. A Ill RECEIVED 12 -11-67 FOR USE IWM� B9.5F 5EG% ❑ BILLING WI BE DE AT END O*tNUF E' V F D • TERI 5 EN I ER 1967 Br RESIDENT ENGINEER (CITY ENGR.) --rublic Ruiz OR F- 3D1 1.42T AGGREGATE & SOIL - GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE ^AF UfiY G�fJ�O X 6 MITS LIMITS BOUGHT COMPACTOR AIR PRESSURE P.S.I. M015TURE AT COMPACTION % 3 DRY DENSITY OF BRIO.. #11U. FT. jyI STABILOMETER VALUE "R" 2 EXUDATION PRESS. P.S.I. 117 8 jpj QQ 'v W THICK. INDICATED BY STAB. INCHES THICK. INDICATED BY EXP, PRESS. IN. % 'J Q s 8 p So_S5 SP. OR. OVEN DRY B.S.D. APP, SUBBASE I/I FINE BASE % COARSE SURFACE 4f ZC-45 L. L. P, L. P. I. COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. j BY EXUD. PRESS 8 �F7 —is -I j BY E %PAN. PRESS r50 CIS WET 4-S 43 42 DRY AVG. SPEC. V 30 6.' AT EOUIL. SPEC. too INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. 200 s s 2 -9 SU IU LART- SPEC, MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % M/D CURVE NO. REMARKS: 57'/1. 12.3' 3SFCT- XC Ov 7 M E Z494 ✓ /9^ ✓ 43� ✓ /i N ✓ 436 ✓ lio'.. ✓ ❑ BILLING WI BE DE AT END O*tNUF E' V F D • TERI 5 EN I ER 1967 Br RESIDENT ENGINEER (CITY ENGR.) --rublic Ruiz OR F- 3D1 1.42T AGGREGATE & SOIL - O PRELIMINARY TESTS PRIOR. COUNTY OF ORANGE - TO AWARD OF CONT ROAD DEPT. © POTENTIAL SOURCES D Materiel Testing Section C AFTER AWARD OF CO ACT E SIEVE 10 CONTROL TESTS ON REPORT OF TESTS ON MATERIALS ACTUALLY SPECIF. LIMITS`" SOUGHT ENTERING INTO WORKS _ 8 • O SPECIAL TESTS JAM100RU ROAD IF CONTRACT, USE CONTRACT ITEM ��r ROAD No. 346 PROJECT NAME Jamboree Read RESIDENT ENGINEER - (INSPECTOR) - CONTRACTOR SEND REPORT TO: CONSTRUCTION L] OUTSIDE ® MAINTENANCE 2 AGENCY: City of Ne ort BeaCh AGENCY SAMPLE OF Jamboree Read 10 25 LIMITS OF SAMPLE ( Jamboree Road ) Stations 109+00 to 111+00 LOCH. OF SOURCE • TEST NO. 67 -1752 FIELD NO. Z CONT. No.— IW.O. m P.O. M. p! AHFP) FED. NO. DATE REPTO. Dec. l"G„ DEPTH DATE SAMPLED 12-11-67 BY rim RlRdon _ TITLE NA -ll l RECEIVED FOR USE I RESIDENT ENGINEER (CITY ENGR.) F- 3011 -421 ❑ BILLING WILL BE MADE AT END OF MONTH AGG"A7 dL SOIL . MATERIALS ENGINEER GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AB USED SPECIF. LIMITS`" SOUGHT COMPACTOR AIR PRESSURE P.S.I. 8 ' MOISTURE AT COMPACTION % 2 4 14.4 3 DRY DENSITY OF BRIO.. #ICU FT. 11 112 2III STABILOMETER VALUE "R" Z 6 ], EXUDATION PRESS. P_5.1. 2 IIIT THICK. INDICATED BY STAB. INCHES I THICK. INDICATED BY EXP. PRESS. IN. SP. OR. OVEN ORY S.S.D. APP. SUBBASE II3 FINE BASE * 9AB % COARSE SURFACE* AC t L. L. I P. L. P. I. COHESION VALUE B TRAFFIC INDEX e 16 DURABILITY FINE COARSE SPEC. j BY EXUD. PRESS 3D ZOO BY EXPAN. PRESS r0 9. 16 WET DRY AVG. SPEC. y AT EOUIL. SPEC. INDICATED MINIMUM COVER FOR ABOVE CONDITIONS. *.Reeo'send THICK. OF 4 "AC /9 "AB m0 2 SU 1 ET— IU LART- i SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE 11• RELATIVE COMPACTION % MID CURVE NO. REMARKS: Sand 76 Silty Sand Silt 10 Clay 1 RESIDENT ENGINEER (CITY ENGR.) F- 3011 -421 ❑ BILLING WILL BE MADE AT END OF MONTH AGG"A7 dL SOIL . MATERIALS ENGINEER O PRELIMINARY TESTS PRI COUNTY R OF ORANGE A 8 TO AWARD OF CON ROAD DEPT. Is SIEVE ® POTENTIAL SOURCES ED Material Testing Section 6%1752 AFTER AWARD OF CO ACT COMPACTOR AIR PRESSURE P,5,1, TEST NO. CONTROL TESTS ON 'Q REPORT OF TESTS ON - FIELD NO. 1 MATERIALS ACTUALLY CONT rTP.O.NO,orANFPI AM ENTERING INTO WORKS O SPECIAL TESTS - J JAMBOREE ROAD FED. NO. C- DRY DENSITY OF BRIO., # /r'U. FT. DATE REPTD. t. IF CONTRACT, USE CONTRACT ITEM 2Ili 'ROAD NO. AUP 346 PROJECT NAME Jamboree Road RESIDENT ENGINEER '(INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE ® MAINTENANCE SUB'D - PERMITS El AGENCY: City of Newport Beach AGENCY SAMPLE OF iNl ores Read _ 09+00 DEPTH 1.0-2.5 • E LIMITS OF SAMPLE Stations 143±QQ to 111{00 LOCA. OF SOURCE DATE SAMPLED BY Fre Algaon TITLE FA-111 RECEIVED FOR USE IN RESIDENT ENGINEER (CITY ENGR.) F- 3011.621 ❑ BILLING WILL BE MADE AT END OF MONTH AGGREGATE & SOIL MATERIALS ENGINEER GRADING ANALYSIS TEST SPECIMEN A 8 C D E SIEVE AB USED S LIMIMITS IT$ SOUGHT COMPACTOR AIR PRESSURE P,5,1, MOISTURE AT COMPACTION 96 J DRY DENSITY OF BRIO., # /r'U. FT. 2Ili STABILOMETER VALUE "R" j EXUDATION PRESS. P.5.1. Illy THICK. INDICATED BY STAB. INCHES I THICK. INDICATED BY E.P. PRESS. IN. �4 SP. OR. OVEN DRY S.S.D. APP. SUBBASE FINE BASE COARSE SURFACE L. L. P. L. P. I. COHESION VALUE d 99 TRAFFIC INDEX 99 DURABILITY FINE COARSE SPEC. j BY E %V O. PRE6s O7 J > BY EXPAN. PRESS 93 W WET DRY AVG. SPEC, : AT EpUIL. SPEC. 1 INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. :� 39 SU 12 IU LART- SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE lo. RELATIVE COMPACTION % M/O CURVE NO. REMARKS: Sand 1 t Silt Sand Silt 2 Clay 1 RESIDENT ENGINEER (CITY ENGR.) F- 3011.621 ❑ BILLING WILL BE MADE AT END OF MONTH AGGREGATE & SOIL MATERIALS ENGINEER Preliminary tests prior COUNTY OF ORANGE to award of contract. - ROAD DEPARTMENT r PF RE SE LC REPRESENTING LIMITS TYPE MATERIAL Fi11 DEPTH TO BELOW FINISHED GRADE DATE -' TESTED BY: IN PLACE DENSITY Al INITIAL WT. TEST SAND - - BI WT. SAND RETAINED 1 C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAN& USED WET WT. ROCK F VOLUME CONE + RING •I G VOLUME TEST HOLE DRY WT. - g. H WT. EXC. SAMPLE +TARE - I TARE WEIGHT 5 J WET WT. EXC. SAMPLE F'L -'� K WET DENSITY IN PLACE ! 7 G( .4 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD ' LA9 WET WT. -MOLD NO. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK = CD (D WET WT. -; DRY WT. - g. Q TOTAL DRY WT.. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA -MOLD NO. 1 2 c 3 4 01 INITIAL WT. SPECIMEN -�-1'— , v._; :, ,-) P WET WT. AT COMPACTION = CD (D Q DRY WT. COMP. SPEC. R %MOISTURE F'L -'� CONDITION OF MOLD S HT. COMPACTED SPECIMEN 11 , OC p. I T WET DENSITY V DRY DENSITY CONV. FACTOR--0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L =K +(100% +N) Q =O= (100 % +N) SM. RING- .0143- .1810 R = (P -Q) _ Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F DEC 1:1967 ❑ BILLING WI �•1::i1 IJ� BY 1 B• METHOD A O B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY 1'��' 137- MOISTURE ^ J RC = 9s % TENT. RC = SPECIFICATION: NL_% MADE AT END OF MONTH IRA Te8TT6' ENGINEER RESIDENT ENGINEER (CITY ENGR) s901 1 -d9 RELATIVE COMPACTION. . i ❑Preliminary tests prior COUNTY OF ORANGE INITIAL WT. TEST SAND to award of contract. • ROAD DEPARTMENT • WT. SAND RETAINED s Material Testing Section TEST NO. C— 47s4. _ • FIELD NO. TEST SAND DENSITY �. Control tests an - CONT. NO. OR �-� RELATIVE COMPACTION IW.O. OR P O OR 41 HFPI � a� nrateriah actually F VOLUME CONE + RING entering into works, .J. S. �i c :,�PBre.T DA - 'KEPT D. r VOLUME TEST HOLE • If contract, use coot2ct item WT. EXC. SAMPLE + TARE PROJECT Ayt_y:NCy TARE WEIGHT RESIDENT ENGINEER (INSPECTOR) .�oN.vlo.rr. -` CONTRACTOR GQ'�ory IWET WT. EXC. SAMPLE OUTSIDE ji SEND REPORT TO: CONSTRUCTION El AGENCY -'if MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION /.amao c� /Z6 /RT LT OF, /54f so REPRESENTING LIMITS TYPE MATERIAL N•B Ar7ee DEPTH /6' TO /6S BELOW FINISHED GRADE DATE /7- 11-'4 v TESTED BY: 66.E IN PLACE DENSITY Al INITIAL WT. TEST SAND 39. Bo BI WT. SAND RETAINED 9.4o C WT. SAND USED 30. 90 D TEST SAND DENSITY gi.as' E VOLUME SAND USED .97W F VOLUME CONE + RING , /9199 G VOLUME TEST HOLE . /826 H WT. EXC. SAMPLE + TARE 2280 I. TARE WEIGHT ? ST J IWET WT. EXC. SAMPLE ?o.75 K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAS WET WT. C.C. 2 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. — s Q DRY WT. — 4 - TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 C.C. 2 3 4 01 INITIAL WT. SPECIMEN 00 ZL O P WET WT. AT COMPACTION o2 O Q DRY WT. COMP. SPEC. - R % MOISTURE CONDITION OF MOLD 041,12FA C/0-se S HT. COMPACTED SPECIMEN .2, /, T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G= E— F K= J- G CONE .1667 — L = K - (100% +N) Q = 0 - (100% + N) SM. RING .0143 .181 0 R = (P—Q) _ Q V = FACTOR x Q.- S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F ' ' V r 0 F, 4 utPj WA 1 B_ 140 y METHOD A ❑ B El SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY A20 MOISTURE A,% 017dm- RC = 9%3 % TENT. RC = % SPECIFICATION: NL_% RESIDENT ENGINEER (CITY ENGR) F301143 RELATIVE COMPACTION ❑Preliminary tests prior COUNTY OF ORANGE INITIAL WT: TEST SAND to award of contract. ROAD DEPARTMENT WT. SAND RETAINED 7.75- Material Testing Section TEST NO. C— 4755 ' D FIELD NO. �0�3 Control RELATIVE COMPACTION °.t� -O.Na. TO NR OPOO OR /[' 9QG mteralsactually F VOLUME CONE + RING entering into worl s. N S. FiGL QESTES% GATE REPTD. /a— /J' -L7 • /4; 7/ If contract, use contract item WT. EXC. SAMPLE + TARE PROJECT AGENCY `�"�'}'•�" 8E"`x"`� RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCY [' MAINTENANCE ❑ SURD. ❑ PERMITS ❑ LOCATION. �/ 471,<Wey- K LT OF (VSTA /-' -7�7•� REPRESENTING LIMITS L DRY DENSITY IN PLACE TYPE MATERIAL OCi&- DEPTH 12° TO /?'r" BELOW FINISHED GRADE DATE /2- 11-67 TESTED BY: f46� -- r,c4- IN PLACE DENSITY A INITIAL WT: TEST SAND ,?7,qp BI WT. SAND RETAINED 7.75- CI WT. SAND USED V..? --r D TEST SAND DENSITY WA45" E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING . i9G9 G VOLUME TEST HOLE • /4; 7/ H WT. EXC. SAMPLE + TARE ?G,:po I TARE WEIGHT p,75 J IWET WT. EXC. SAMPLE z3.sT K WET DENSITY IN PLACE �¢O, L DRY DENSITY IN PLACE /2 METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FLELD LAB WET WT. qoo 3 af DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK 26A20 DRY WT. ROCK 3 WET WT. -43 Q DRY WT. - 3 n247 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 af 4 01 INITIAL WT. SPECIMEN G 2 00 P WET WT. AT COMPACTION 26A20 ,Q 3 Q DRY WT. COMP. SPEC. n247 R % MOISTURE p, CONDITION OF MOLD e yr �p S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = 1271,o VOLUMES, C.F. C= A- B E= C= D I UNIT CONE +UNIT G =E — F K =J =G CONE .1667 — L= K- (100 % +N) Q =O +(100 % +N) SM.RING .0143 .1810 R = (P —Q) . Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F r 1 U ❑ BILLING BY RESIDENT ENGINEER (CITY ENGR.) •9011 -33 RELATIVE COMPACTION i B- METHOD A 91 13 ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY l21 12 MOISTURE G RC= 9R % TENT. RC = % SPECIFICATION: AT END OF MONTH ❑ Preliminary tests prior COUNTY OF ORANGE METHOD A MOIST1tRE SAMPLE A to sword of contract. • ROAD DEPARTMENT BI WT. SAND RETAINED / ?. >6 . Material Testing Section TEST NO. C- 1567 Ste LA6 ' WT. SAND USED FIELD NO. _5' F I �Cantrol tests on RELATIVE COMPACTION W O ?OR P OR0RA -W& DI materials actually 8i,ar DRY WT. • entering into works. N,g.F cG ,Q¢TEST DATE REPTD. I % MOIST. If contract, use 909ct item N F PROJECTi3n.PVC ENCY SP. GR. ROCK RESIDENT ENGP (INSPECTOR) ✓�^' ^'r T' CONTRACTOR - �i¢i<FT✓ , e707 OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY (� MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION v.�o'i >i3oQ�B ?Z as Rr/T�LT 0 q TA 174+`00 REPRESENTING LIMITS TARE WEIGHT 290 TYPE MATERIAL DEPTH 7� TO 7=j BELOW FINISHED GRADE .� DATE TESTED BY: f4-11?'3E`4 WET WT. EXC. SAMPLE IN PLACE DENSITY MAXIMUM DENSITY RATHOLE DATA METHOD A MOIST1tRE SAMPLE A INITIAL WT. TEST SAND ¢p.20- BI WT. SAND RETAINED / ?. >6 INITIAL WT. SPECIMEN FIELD LA6 C WT. SAND USED 30,/0 I WET WT. DI TEST SAND DENSITY 8i,ar DRY WT. E I VOLUME SAND USED , y�; % MOIST. M N F VOLUME CONE + RING , i9 9 SP. GR. ROCK G VOLUME TEST HOLE , e707 WET WT. ROCK ' H WT. EXC. SAMPLE + TARE ?Z as DRY WT. ROCK WET DENSITY 1 TARE WEIGHT 290 WET WT. - a DRY DENSITY J WET WT. EXC. SAMPLE DRY WT. - 3. FACTOR x Q = K WET DENSITY IN PLACE //0,9 TOTAL DRY WT. CONE +UNIT L DRY DENSITY IN PLACE CONE .1667 % ROCK L -K- (100%0 +N) . CORR.MAX.DENSITY .0143 . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 1_ 2 3 4 01 INITIAL WT. SPECIMEN :>c 0r P WET WT. AT COMPACTION , p Q DRY WT. COMP. SPEC. R %a MOISTURE c EG- CONDITION OF MOLD GL s_G S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR-0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L -K- (100%0 +N) Q= 0_(100 % +N) SM.RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F a- 1120 -i METHOD A ❑ B J3 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = % TENT. RC = 6. 4 SPECIFICATION: NL_ %, ❑ BILLING WILL BA M9DE AT END OF MONTH BY TE RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPACTION Fiat l-B9 Preliminory tests prior to award of contract. COUNTY OF ORANGE • INITIAL .WT.l:T ST, SAND 51. 4 J ROAD DEPARTMENT WT. SAND RETAINED. 19, 3 U Material Testing Section p TEST NO. C— ¢783 ��.._. D FIELD NO,) Control tests on .. ® '' R ITIVE COMPACTION JCON T. NO.OR� 1W.0. OR P A Pn' materials actual) Y F ri I.. A " entering into works. ti- '! •" - FI, .. DA REPTO. —Iiix A.7 - 21120 if contract, Use Contract 'item WT. EXC. SAMPLE + TARE PROJECT S &srtizav KS, AC NCY RESIDENT ENGINEER (INSPECTOR) CONTRACTOR GY \AGE k n ., . ` SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCE ❑ - SUBD. ❑ PERMITS ❑ LOCATION' 9Or lam, LT OF rt- STA" r REPRESENTING LIMITS DRY DENSITY IN PLACE TYPE MATERIAL 1" o. {I)i DEPTH tot TO 10 -' A-BE DA TE IC�i67 TESTED BY: FF-Qw\CK --'DA Tom; n tv kitov ;= C_U. IN PLACE DENSITY Al INITIAL .WT.l:T ST, SAND 51. 4 J B WT. SAND RETAINED. 19, 3 U C WT. SAND USED -� ` -• D TEST SAND DENSITY g (, E VOLUME SAND USED ,3 F VOLUME CONE + RING 11 I GI VOLUME TEST HOLE 21120 H WT. EXC. SAMPLE + TARE 1 TARE WEIGHT CORR.MAX.DENSITY J WET WT. EX C. SAMPLE K WET DENSITY IN PLACE 3 L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA ' 'FIELD LAB WET WT. _ 3 DRY WT. O -- `Yo MOIST. M N SP. GR. ROCK , P WET WT. ROCK O DRY WT. ROCK WET WT. _ a Q DRY WT. --I' TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2ZA 3 4 O INITIAL WT. SPECIMEN pp Oa P WET WT. AT COMPACTION O O Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD e.4"As - S HT. COMPACTED SPECIMEN T WET DENSITY O. Vi DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C_ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K +(100 % +N) Q =O= (100 % +N) SM.RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q - S LG. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F RECEIVED • DEC 1 1967 PUBUC WO N0. APT, RESIDENT ENGINEER (CITY ENGR.) . 1140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN. OPT. PLACE ; ' DENSITY / / MOISTURE u RC = 2,-1-% TENT. RC = % SPECIFICATION: NL -.- ❑ BILLING WILL E M DE AT END OF MONTH r BY A TERIAL EE ' x3011- 63.1.'... RELATIVE COMPACTION . ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT A Material Testing Section •. TEST NO. C— ¢7 Fi't� FIELD NO Z i i L�Mrol tests on „ RELATIVE CQMPACTIIWi-�'— - CONT. OR P.O. OR AHFP) materials actually R�(FP -3y6 entering into works. %�."� . "'� �,.( Y DATE REPTD. 7 If contract, use contract item F- ROJECT% .I r. w onr n .r. AGEr,�?Y `' RESIDENT ENGINEER (INSPECTOR) ��orry .Tp ern - �. CONTRACTOR Cir ; if, 74 T6UTSIOE SEND REPORT TO: CONSTRUCTION ❑ AGENCY ®;31'�IAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION RT Q OF CL STA + 75 REPRESENTING LIMITS TYPE MATERIAL RTS lllje O - OrAmgE DEPTH =i~ TO 11 r BELOW FINISHED GRADE DATE— I�7 TESTED BY: L�t'l tv �j X-P a METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA - FIELD LAB WET WT. 4,00 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK 2,60 WET WT. ROCK DRY WT. ROCK p WET WT. – i DRY WT. – if TOTAL DRY WT. / % ROCK 24% CORR.MAX.DENSTTY . MAXIMUM DENSITY RATHOLE DATA - MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q - VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E – F K =J G CONE .16Z – 1 L = K _ (100. +N) Q = 0 _ (1007. + N) SM. RING .0143 .1810 R = (P –Q) = Q V = FACTOR x Q+ S LG. RING .0302' .1969 REMARKS Test Method Calif. 216 -F • RESIDENT 'ENGINEER (CITY ENGR.) F3011 43 ❑ BILLING WI BY I B– METHOD A 09 B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /3 a/ 13 7 MOISTURE RC = / 00 % TENT. RC = - % SPECIFICATION: OF MONTH RELATIVE COMPACTION Preliminary tests prior to award of conrroct' • COUNTY OF ORANGE _ ROAD DEPARTMENT INITIAL WT. TEST SAND Material Testing Section �� ' TEST NO. C— 4-7 ?_5 B FIELD NO. �� 1,,� L11ntrol tests an WW RE TIV W OTOR P OROR A HF PY '3�6 materials octually ,t,�COMPACTION f1 " C1 entering into works. • v OY l l Nl4` DATE REPTD. ( , C_�= If contract "- tract Item PROJECT`yT t,mUtavice -RA, A RESIDENT ENGINEER (INSPECTOR) t • 1; -�4:. —CONTRACTOR SEND REPORT TO: CONSTRUCTION El A aGGuTsIaE ENCY MAINTENANCE ❑ SUBO. Q PERMITS' ❑ LOCATION e ¢ Ilk t . RT tj:i� OF CL STA - REPRESENTING LIMITS 7- TYPE MATERIAL JYrj DEPTH t, TO 1 �- _" "—BELOW FINISHED GRADE DATE TESTED Sr FEN IN PLACE DENSITY A INITIAL WT. TEST SAND - A'Q). 00 B WT. SAND RETAINED 1 C WT. SAND USED " S D TEST SAND DENSITY ( , C_�= E VOLUME SAND USED 355-0 F VOLUME CONE + RING I 1 O G VOLUME TEST HOLE 7- H T. EXC. SAMPLE + TARE , � o - I TARE WEIGHT �, J D J WET WT. EXC. SAMPLE �'. "; K WET DENSITY IN PLACE ) G,2 L DRY DENSITY IN PLACE 3p MET OD A MOISTURE SAMPLE FIELD LAB WET WT. 900 . 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK.. WET WT. ROCK P DRY WT. ROCK''' 8 WET WT. DRY WT. Q TOTAL DRY WT. ROCK CORR.MAX.DENSITY / G . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY Vf DRY DENSITY CONV. FACTO R=0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE+UNIT G =E - F K =J =G CONE .1667 - L = K e (100% +N) Q = 0 = (100 %+ N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216-F RESIDENT ENGINEER (CITY ENGR.) F3011 -es.l 1140 1 B- METHOD A 0 B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY %3 MOISTURE 6 RC = 24 % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE D AT END OF MONTH i BY NA TERIAL INEER RELATIVE COMPACTION ❑Preliminary tests prior to aw&rd of contract. fC) ®Cadrol tests oN materials actual • �ptsring into w.+,.. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section TEST No C— FIELD NO. hl oT� RELATIVE COMPACTION °°NT NO ° t CON OR P.O. OR ANFPI' DATE REPTD. If: contract, use contract item PROJEClu' yrlbora2 c/NB A AGENCY ;J Cw Pl?�i .nl oci' RESIDENT ENGINEER (INSPECTOR) G TQ I Li 2rson CONTRACTOR h SEND REPORT TO: CONSTRUCTION ❑ AGEN 0E_N1W..j3 MAINTENANCE El - SUBD. ❑ PERMITS ❑ LOCATION g5 r ® LT OF CL STA REPRESENTING LIMITS -�•r[ _ _ TYPE MATERIAL r I DEPTH � —TO "t G DE DATE Dc C. i1 L.L' 17 .. TESTED BY: C. 'r�AD c -oN F= 1, a v. c IN PLACE DENSITY A INITIAL WT. TEST SAND , B WT. SAND RETAINED 2 -4 , C WT. SAND USED -1 , 79 5 D TEST SAND DENSITY N E VOLUME SAND USED ��+^ F VOLUME CONE + RING % G VOLUME TEST HOLE . 1 6 �'.. H WT. EXC. SAMPLE + TARE t C C? I TARE WEIGHT 3, 80 J WET WT. EXC. SAMPLE IC(�'. `� 0 K WET DENSITY IN PLACE c` , 0 L DRY DENSITY IN PLACE ' METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD 'LAS WET WT. 2 cj-i 3.r DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK % DRY WT. ROCK % WET WT. - a Q DRY WT. - a TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 1 C'D 2 cj-i 3.r 4 01 INITIAL WT. SPECIMEN —,ac) O ;�2p 21 P WET WT. AT COMPACTION % B % SPECIFICATION: NL_ %. Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD Li...vLR 0vc S HT. COMPACTED SPECIMEN I .:: IA .� 5 T WET DENSITY Ioc"o I I Oc; .`2' V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q c1 ?n'1, VOLUMES, C.F. C= A- 8 E= C+ D UNIT CONE +UNIT G =E - F K = J +G CONE .1667 - L =K +(1007. +N) Q= 0= (100 % +N) SM. RING .0143 .1810 R = (P-Q) _ Q V = FACTOR x Q a S LG. RING .0302 .1969 REMARKS: - oT -t "n A-1w= - Test Method Calif. 216 -F • ❑ BILLING WIL)< BE B- 1140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS N PLACE OPT. DENSITY `l �'% c[�� �V 7, % v EY MOISTURE 21 RC= % TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH BY " - ° MAT .I S 46 R RESIDENT ENGINEER (CITY ENGR) RELATIVE COMPACTION F9011 -09 � � p z+ • Preliminary tests prior COUNTY OF ORANGE - to award of contract. • ROAD DEPARTMENT ,�(( ¢ Material Testing Sectloti TEST NO. C- 11 J5 FIELD NO. �2 vFZ NT. NO OR ® =,,ea« nY RELATIVE COMPACTION IW ° a N F� AHFP13 4 entering into works.; I o-- ti- DATE REPTO. �� / / -t'i% If contract, use contract item PROJECT AGENCY_Tde"FwpO -ex RESIDENT ENGINEER (INSPECTOR) CONTRACTOR �e .--i A' x°3 SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBD.._ ❑ PERMITS ❑ LOCATION L2 6 ` �T >LT OF(r�STA !74— REPRESENTING LIMITS TYPE MATERIAL f poltT i- DEPTH 7 TOE � 9E 6GW F*1SHED- GRA9E DATES F' c. L9 C17 TESTED BY: C , C:ICy. IN PLACE DENSITY Al INITIAL WT. TEST SAND 47,85- B WT. SAND RETAINED z I, 10 CWT. SAND USED', . ? �, , -7 !9,- D TEST SAND DENSITY I, q sr E VOLUME SAND USED 3� ? . 4' F VOLUME CONE + RING ,I O GI VOLUME TEST HOLE -7 14 1 H WT" EXC. SAMPLE +TARE 19.4 1 TARE WEIGHT �. J WET WT. EXC. SAMPLE rj K WET DENSITY IN PLACE I C> , g L DRY DENSITY IN PLACE s c METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 W.W, DRY WT. 3 4 % MOIST. MT N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK q U WET WT. -;.. DRY WT. - n Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 W.W, 2 W.W. 3 4 01 INITIAL WT. SPECIMEN p 240p P WET WT. AT COMPACTION q U 2 2 4 4- Q DRY WT. COMP. SPEC. R % MOISTURE Pi E � I> -r ,c" . CONDITION OF MOLD s c S HT. COMPACTED SPECIMEN p, T WET DENSITY 1''"' • 6 zi- V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = 1? 17,4 VOLUMES; C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E - F K = J = G CONE .1667 1 - — L = K ;- (100% + N) Q = 0 + (100% + N) SM. RING .0143 .181 185--d R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1 969 1 B� REMARKS: 1'> NL i - ti -- 4N -1 t sI c -�?. � '\ \�A o� N S Test Method Calif. 216 -F r1 U I 1 v 1 1 I "1 l ~ ❑ BILLING METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY l O 6 MOISTURE r- RC = TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH /t•; �I�irO .i�i BY J: T E IN E RESIDENT ENGINEER (CITY ENGR.) F301 143 RELATIVE COMPACTION ... ❑Preliminary t..ts prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT a a� C Material Testing Section TEST NO. C -7 6 %/ •� /%._ FIELD NO. ( ' O Z ® ' te5r4 on 4 RELATIVE COMPACTAN W OTOR F;.0. 0 •11RFPT� 3 9' A actually entering into works. NF' 4 If contract, use con Tact itemvT PROJECT Z_ {L, �lcoC >. cc AGENCY ;�•'�` WPB.:• -'7' ,r - .. RESIDENT ENGINEER (INSPECTOR)` - a- ti CONTRACTOR _<j_iC1r SEND REPORT TO: CONSTRUCTION ❑ 'r ® MAINTENANCE ❑ SUBD. ❑ W RMITS LOCATION'_Y .r RT T OF�TA 11164- -Z- ❑ REPRESENTING LIMITS - TYPE MATERIAL tJ 5 [P C gyp• DEPTH DATE I Z • -- 67 . TESTED BY:�& IN PLACE DENSITY Al INITIAL WT. TEST SAND 4 dl, B WT. SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY 81 , 4 $ E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE 2 , H WT. EXC. SAMPLE + TARE p I TARE WEIGHT 2v J WET WT. EXC. SAMPLE L K WET DENSITY IN PLACE I L DRY DENSITY IN PLACE TO I I t BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 4CT 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK' WET —WT— - a Q WT. - 4 L DRY WT. rDRY ROCK R R.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO, JLFJ 2 4CT 3 4 01 INITIAL WT. SPECIMEN -!r p -!r C ° Y00 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD C'LAIDEL f` 'v S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E -F K =J +G' CONE .7667 - L = K'+ (100% + N) Q = 0 _ (1007 + N) SM. RING .0143 .1810 R = (P -Q)+ Q V'= FACTOR x Q= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F R E C F I Y 120 110 i METHOD A ❑ B ®• SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 7 /7 f MOISTURE 'a' ND RIC 9 8 TENT. RC = % SPECIFICATION:I DEC 0 an ❑ BILLING WIIj, BE MADE AT END OF MONTH • f hTIR. PUBLIC WOr�KS DEPT. BY NE R RESIDENT ENGINEER (CITY ENGRJ RELATIVE COMPACTION Preliminor tests prior COUNTY OF ORANGE ❑ to sword of contract. ROAD DEPARTMENT y Material Testing Section TEST NO. C— T� / FIELD NO RELATIVE COMPACTION caNT. SO OR .00r1ifal tests on IW O OR P O OR3M Z.. ® motegtlls actually entsrmp.into works. DATE REPTD. 40 If contract, use contract item PROJECT "T—A AG&,_CY —T 2 i RESIDENT ENGINEER (INSPECTOR)_— t SONti °"" C0NTRACT0% ¢t F>F..%�P=" SEND REPORT TO: CONSTRUCTION ❑ AGoursloe " ENCY %MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION ':SAM110 r -W_ J// RT OF rL STA REPRESENTING LIMITS TYPE MATERIAL ti .S, • kfi C' DEPTH II I TO 17 r BELOW FINISHED GRADE DATE i'Z-- C— C-7T TESTED BY: IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED 11,14 C WT. SAND USED 7,/�, D TEST SAND DENSITY N - E VOLUME SAND USED vp F VOLUME CONE + RING t O G VOLUME TEST HOLE .12-410 H WT. EXC. SAMPLE + TARE C, I ITARE WEIGHT p J IWET WT. EX C. SAMPLE I ZI p K WET DENSITY IN PLACE p L DRY DENSITY IN PLACE o6 METHOD A MO1SfI SAMPLE FIELD LAB WET WT. MOLD NO. 11,14 DRY WT. 3 4 % MOIST. M N - SP. GR. ROCK - WET WT. ROCK P DRY WT. ROCK WET WT. - a DRY WT. - s Q TOTAL DRY WT:.'. ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 11,14 2,<, 3 4 01 INITIAL WT. SPECIMEN p P WET WT. AT COMPACTION mB Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD o6 •ya.r- S HT. COMPACTED SPECIMEN / �- T WET DENSITY ,-j V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K =J =G CONE .1667 - L= K- (IOO;. +N) Q =0 (100 % +N) SM.RING .0143 .1810 R.= (P-Q) - Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • 1140 1 a- METHOD A ❑ B (� SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY MOISTURE uwoe RC = TENT. RC = I % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR) F301143 RELATIVE COMPACTION '.A Preliminary tests prior • to owar d of contract. 'C Enter PROJECT RESIDENT SEND REF LOCATIOI REPRESENTING LIMITS TYPE MATERIAL ✓.S. JILL. DEPTH 10`' TO 11 DATE 17 -6 -L7 '•'TESTED BY: 0&8F 6 COUNTY OF ORANGE ROAD DEPARTMENT IN PLACE DENSITY Al INITIAL WT. TEST SAND a3.90 B WT. SAND RETAINED 1 LET C WT. SAND USED 291-4 D TEST SAND DENSITY 1.45 E VOLUME SAND USED -5 GIG F VOLUME CONE + RING I ge 5o G VOLUME TEST HOLE I G47 H WT. EXC. SAMPLE + TARE .56 1 TARE WEIGHT 2.45 J WET WT. EXC. SAMPLE I1 .05 K WET DENSITY IN PLACE 1 1 5,7 L DRY DENSITY IN PLACE L I.:DE T2 METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1 LET DRY:WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT, ROCK ;�4 0 0 WET WT. - e DRY WT. Q TOTAL DRY WT. - % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 LET Z LES. 3 4 01 INITIAL WT. SPECIMEN 'X4'D o 24 op P WET WT. AT COMPACTION ;�4 0 0 24-7-.2, Q DRY WT. COMP. SPEC. - - R % MOISTURE CONDITION OF MOLD L I.:DE T2 C. r Y S HT. COMPACTED SPECIMEN I I. G 0 I I. I T WET DENSITY . -A. 0 1'27. 6 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D I UNIT CONE +UNIT G =E -F K = J +G CONE .1667 - L =K +(100 %o +N) Q =O= (1007 +N) SM. RING .0143 .1810 R = (P -Q) . Q V = FACTOR x Q+ S LG. RING 1 .0302 1 .1969 REMARKS: Test Method Calif. 216 -F 0 RECEIVED DEC 0 81967 RESIDENT ENGINEER (CITY ENGR.) 1140 1 B• _FINISHED GRADE -S METHOD A ❑"'9® SUMMARY RECORDWHOLE NUMBERS . IN OPT. PLACE DENSITY MOISTURE 3u�' �tic�ev RC= I TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE ADE TEND OF t ONTH I , f I [ /` By MA RIA LS ENO, RELATIVE COMPACTION .y5': ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section • TEST NO C— 46 6 8 7r FIELD NO. Q F 4. Central teats RELATIVE COMPACTION - OOTOR P an - OR etp }Niels actually Gam' Io4G entering into works. N • F Il DATE REPTD, 7 If contract, use contract item PROJECT JOMf30PEB Po AGENCY C /FJEW"be:r PwW-A RESIDENT ENGINEER (INSPECTOR) J�eeY JomI-"-ISc " CONTRACTOR Gevvr�1 :ate - SEND REPORT TO: CONSTRUCTION C3 a0w"Y' (9 - MAINTENANCE ❑ SUBD. ❑ PERMITS O LOCATION JAM30CEF Z2 LT O STA 157650 REPRESENTING LIMITS TYPE MATERIAL N.S F' I( DEPTH II§ ' TO (ZL BELOW FINISHED GRADE DATE 12- h5 -6.7 TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND 40.55 81 WT. SAND RETAINED 11. 30 C WT. SAND USED�, 4 D TEST SAND DENSITY t,gc3 E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING .1149 G VOLUME TEST HOLE . I Cr of d H WT. EXC. SAMPLE +TARE 1q.4o II TARE WEIGHT Zd5 J WET WT. EXC. SAMPLE FIELD K WET DENSITY IN PLACE ) J'7. b L DRY DENSITY IN PLACE v ti' K METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. 1LtS DRY WT. 3 4 `o MOIST. M N SP, GR. ROCK WET WT. ROCK P DRY WT. ROCK a4 C) 0 WET WT. - s DRY WT. �_ Q TOTAL DRY WT. - o ROCK CORR.MAX.DENSITY R REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) 13011-D3.) 1120 1 9- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE I OPT. DENSITY MOISTURE RC= 6� % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE. AT END OF MONTH 1 f �1 BY ERIA LSE E : RELATIVE COMPACTION: MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1LtS 2 LE- 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION a4 C) 0 "1 3a Q DRY WT. COMP. SPEC. - - R %MOISTURE - FIELD CONDITION OF MOLD v ti' K CL c r 1. S HT. COMPACTED SPECIMEN ;i. '7 _?- T WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G =E -F K =J -G CONE .1667 - L = K + (100 +N) Q = 0 (100% + N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q r 5 LG. RING 1 .0302 1 .1969 REMARKS Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) 13011-D3.) 1120 1 9- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE I OPT. DENSITY MOISTURE RC= 6� % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE. AT END OF MONTH 1 f �1 BY ERIA LSE E : RELATIVE COMPACTION: El Preliminary tests prior • to sword r contract. ' a �CG41W'tests on mstvftls actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT floteflol Testing Section TEST NO. C— 41 G!j FIELD NO. -S pr 'T RELATIVE COMPACTION (OO ?OR P.ORo An�'�16L O.S. DATE REPTD. /a. -` -G7 J If contract, use contract item . PROJECT A"BOL?EE LZC AGENCY W%JaWPozT 6trAi"/� RESIDENT ENGINEER (INSPECTOR) ..1n4w,Sma) CONTRACTOR <59,tarM4 SEND REPORT TO: CONSTRUCTION ❑ AGENCY 9-- MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION 'CAPeR oP m't-ik"4F RT LT OF (L STA REPRESENTING LIMITS TYPE MATERIAL a).5. DEPTH to TO 17' BELOW FINISHED GRADE DATE 12 -5-17 TESTED BY: LicK9gs+��- IN PLACE DENSITY A INITIAL WT. TEST SAND .oc B WT. SAND RETAINED q,Ip C WT. SAND USED 4 D TEST SAND DENSITY qg E VOLUME SAND USED Z :54i' F VOLUME CONE + RING _ 1-I G VOLUME TEST HOLE . i H WT. EXC. SAMPLE + TARE - I TARE WEIGHT p.�o J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE vNV6R METHOD A MOISTURE SAMPLE FIELD LAB' WET WT. MOLD NO. 1 C:0 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 2 4 5 5 WET WT. - DRY WT. - a Q TOTAL DRY WT. - % ROCK CORR.MAX.DENSI�TY R ID MAXIMUM DENSITY RATHOLE -DATA MOLD NO. 1 C:0 2 Co 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION 2 4 5 5 ;?,'11 0 Q DRY WT. COMP. SPEC. - R %MOISTURE CONDITION OF MOLD vNV6R C:�r - -•:. S HT. COMPACTED SPECIMEN 1 t. S S T WET DENSITY V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = 130:Z VOLUMES, C.F. C= A- B E= C= D I UNIT CONE +UNIT G =E - F K = J =G I CONE 1667 - L= K +noo. +N) Q 0 +(100 % +N) SM. RING .0143 .1810 R = (P -Q) + Q V. = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F r- I L RESIDENT ENGINEER (CITY ENGR.) f40 I 8- METHOD A 0 B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY "-7 )1 S MOISTURE `+% RC= 100+ % TENT. RC = % SPECIFICATION: NL,% ❑ BILLING WILL BE ADl 4(FAT END OF MONTH BY MA En1A LS EN ' RELATIVE COMPACTIO..N • E3 Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Sectlee .; -_' TEST NO. C— 4%70 i - FIELD NO.4 of 1♦_ -'rtl°' CONT ND OR materallseactually RELATIVE COMPACTION 1w.O.ORP.O.ORANFP)- anWMa into works. OATE REPTO.; < If tract, use contract item PROJECT .IPM130(20E i70 AGENCY C-1l)mS Per +t .eg4a -- RESIDENT ENGINEER (INSPECT0R).1 CONTRACTOR, SEND REPORT TO: CONSTRUCTION Ll AGE B- MAINTENANCE -❑ SUBD' PERMITS ❑ -- LOCATION _ lbf -lcz of 12' tJ E - R_T LT OF CL STA I la-S REPRESENTING LIMITS - TYPE MATERIAL K) S- DEPTH it" TO 17'' BELOW FINISHED -GRADE DATE 1a -5 -47 TESTED T WET WT. DRY WT. % MOIST. SP. GR. RO WET WT. R DRY WT. R( WET WT. - DRY WT. - TOTAL DRY % ROCK CORR.MAX. . MAXIMUM DENSITY RATHOLE DATA - MOLD NO. 1 LE$ 2>-E3 3 4 O INITIAL WT. SPECIMEN ;D, -A o�D A4� v P WET WT. AT COMPACTION 4 o (D 6 Q DRY WT. COMP. SPEC. - - R %MOISTURE eIU +? CONDITION OF MOLD S HT. COMPACTED SPECIMEN li. =r-7 T WET DENSITY is -3. L VI DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= 0 UNIT CONE +UNIT G =E - F K =J ' CONE .1667 1 - L = K = (1007. +N) Q = 0 _ (100 %+ N) SM. RING .0143 1 .1810 _ R = (P -Q) - Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F 11 RESIDENT ENGINEER (CITY ENGR.) F3011 -83.1 RELATIVE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY Ix'q' X34 MOISTURE 2U1' `\ c- RC = C2 q TENT. RC = SPECIFICATION: N'L_ %. ❑ BILLING WILL B MAPI� AT ENO OF MONTH a l 1 BY �• `err T IAlS ER - COMPACTION. Q PRELIMINARY TESTS PRIO COUNTY OF ORANGE J' J TO AWARD OF CONTRA ROAD DEPT. R OPOTENTIAL SOURCE SAMPLED Material Testing Section '+TaEi AFTER AWARD OF CONTRACT TEST NO.6 %j0oc CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. MATERIALS ACTUALLY 1v5pw•' pq -N..w AHFPI sJ ENTERING INTO WORKS _� Jt FED. No. Q SPECIAL TESTS �, $',$' B "�� DATE REPTD. IF CONTRACT, USE CONTRACT ITEM '/%d ROAD NO. PROJECT NAME J a yp? 49 ),-e c° RESIDENT ENGINEER '(INSPECTOR) Jv h h sQ, CONTRACTOR C' ' SEND REPORT TO CONSTRUCTION AGENCY - MAINTENANCE SUB'D PERMITS AGENCY: C; t "19 Ne w Jo o r a C' I SAMPLE OF ('.3 DEPTH LIMITS OF SAMPLE LOCH. OF SOURCE ✓R h OCr CJ • DATE SAMPLED s�.L - d -6 % BY M F (I e Y tie TITLE ,- f-t jf- RECEIVED FOR USE IN A,/ ase- 0 BILLING BY� RESIDENT ENGINEER (CITY ENG . F- 3011 -12.7 AGGREGATE & SOIL AT EN( /DPI OF MONTH -ERIAS ENGJNEER t:rs! i GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AS USED SPECIE. LIMITS SOUGHT COMPACTOR AIR PRESSURE P. S.1. MOIBTURE AT COMPACTION % ] DAY DENSITY OF BRIO., #/IV. FT. 21112 STABILOMETER VALUE "R" t OD EXUDATION PRESS. P.S.I. I If1 O� /od THICK. INDICATED BY STAB. INCHES THICK. INDICATED BY EXP, PRESS. IN. `¢ J-Q- f SP. GR. OVEN DRY I S. S. D, I APP. SUBBASE I�2 FINE BASE /r COARSE SURFACE ZIP q K -4 L. L. I P. L. P.1. COHESION VALUE B TRAFFIC INDEX I6 DURABILITY FINE COARSE SPEC. j BY EXUD. PRESS 30 / O -� BY EXPAN. PR£GS ; 50 W WET 4B DRY AVG. SPEC. 3 p Q AT EOUIL. SPEC. 100 INDICATED MINIMUM THICK, OF COVER FOR ABOVE CONDITIONS, 280 ¢ .� - SU III LART - SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: 0 BILLING BY� RESIDENT ENGINEER (CITY ENG . F- 3011 -12.7 AGGREGATE & SOIL AT EN( /DPI OF MONTH -ERIAS ENGJNEER t:rs! i 1 • I 1 • • PRELIMINARY TESTS PRIOR COUNTY OF ORANGE ^i TO AWARD OF CON ROAD DEPT. O POTENTIAL SOURCE SAD Materiel Testing Section • IEST No. 6 %��� 3 %O y� AFTER AWARD OF CONTRACT JrX CONTROL TESTS ON REPORT OF TESTS ON FIELD NO %.p MATERIALS ACTUALLY GBN9�'s"`'" '�'•3¢L IJY.G�•AB�Y�wc ANFFI ENTERING INTO WORKS O SPECIAL TESTS FED. NO. CJa cs d J E DATE REPTD. IF CONTRACT, USE CONTRACT ITEM ROAD NO. PROJECT NAME j 8 M b o re e /'?d RESIDENT ENGINEER '(INSPECTOR) C h.'4041 CONTRACTOR G ),;47; { SEND REPORT TO: CONSTRUCTION cl OU1$yE.. �%I 1 MAINTENANCE SUB'D PERMIT5 El AGENCY; C 7 L y D� �%BGw 1201, L �(c! E2 C'h c�`'" SAMPLE OF A it DEPTy. ✓r.y- _ _ LIMITS OF SAMPLE LOCA. OF SOURCE D r a DATE SAMPLED / 2 S ° C%. .7 By M . F, 1< i e>- SnITLE %q ZCr RECEIVED FOR USE IN }k Pt V.- GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AS USED x SPECIE. LIMITS SOUGHT COMPACTOR AIR PRESSURE P.S.I. MOISTURE AT COMPACTION % ] DRY DENSITY OF BRIO., #/'U. FT. 21/1 STABILOMETER VALUE ^R" 2 OO EXUDATION PRESS. P.S.I. 112 v �QQ THICK. INDICATED BY STAB. INCHES THICK. INDICATED BY EXF. PRESS. IN, •� SP. GR. OVEN DRY S.S.D. APP. SUBBASE I11 FINE BASE Yp COARSE SURFACE A 7 �" L L. I P. L. P. I. COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. j BY EXDD. PRESS 30 ZZ J /O�ZS -1 BY EXPAN. PRESS 50 uV{ WET DRY AVG. SPEC. Q AT EOUIL. SPEC. IW INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. 5U IU LART- SPEC, MOISTURE CONTENT.AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: esiy'f o joy v-1;fea RESIDENT ENGINEER (CITY ENGR.) F- 3011 -421 ❑ BILLING NULL B AGGREGATE & SOIL AT END OF MONTH -ERIAA ENGIdJEER ❑Preliminary tests prior to COUNTY OF ORANGE INITIAL WT. TEST SAND ' award of contract. r s *�_ `•� ROAD DEPARTMENT . • _ WT. SAND USED Material Testing Secfi�g TEST NO. C— 4%00 SL-1 a E FIELD NO. l '� f ® Control tests on RELATIVE COMPACTION .O ? OR P.OROR AHFPI materials actually G VOLUME TEST HOLE entering into works. WT. EXC. SAMPLE + TARE R . TARE WEIGHT If contract, use contract item DATE - PROJECrT ._f�:.1xLoY r � _ 1paj. ',:. AGENCY �-! :. ._: ... I '-.: Tj .: •� RESIDE N NGI NEER (INSPECTOR) So lhv' !LQ CONTRACTOR G • " i + i '� SEND REPORT TO: CONSTRUCTION ❑ AGEXC E' MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION IRS r `Rj,' LT OF (L STA I ZE4 REPRESENTING LIMITS TYPE MATERIAL : - DEP- DATE � - TESTED BY:— I IN PLACE DENSITY Al INITIAL WT. TEST SAND , 4 S B ) WT. SAND RETAINED _,Q� C WT. SAND USED '! -7 •95, D TEST SAND DENSITY SL-1 a E VOLUME SAND USED -3q 32 F VOLUME CONE + RING .Ialo G VOLUME TEST HOLE .I Z H WT. EXC. SAMPLE + TARE ;,;'„ .3 O I TARE WEIGHT 3, 00 J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE HT. COMPACTED SPECIMEN L DRY DENSITY IN PLACE METI MOFSTURI MAXIMUM DENSITY RATHOLE DAT FII WET WT. 1 £, DRY WT. % MOIST. M SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT. DRY WT. - i TOTAL DRY WT. % ROCK CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DAT MOLD NO. 1 £, & 2 01 INITIAL WT. SPECIMEN 0 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE 42.c9 CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLU. C= A- B E= C+ D G =E - F K =J +G CONE L = K + (100% + N) Q = 0 _ (100% + N) SM. RING R = (P -Q) _ Q V = FACTOR x Q+ S LG. RING REMARKS: Test Method Calif. 216 -F r {p1 BY RESIDENT ENGINEER (CITY ENGR.j-B` r30t I -as RELAT.IYE COMPACTION .. .. { be Will lal- { Preliminary tests prio COUNTY OF ORANGE ❑ to award of contract. ROAD DEPARTMENT Material Testing Section • TEST NO. C— 470I FIELD NO- "'T ,'Z RELATIVE COMPACTION OOR T,Q L AHFP) Control tests on 34CG materials actually Q 4A �• entering into works. `J. F . DATE REPTD. If contract, use contract item R IF - -r PROJECT JaY11601KE CAN C3 c:� ` AGENCY RESIOEAt ENGINEER (INSPECTOR) CONTRACTOR G7 SEND REPORT TO: CONSTRUCTION AGENCY El MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION �,"'a.� `t'� LT OF rL STA REPRESENTING LIMITS _ TYPE MATERIAL °' • • F• DEPTH TO BELOW FINISHED GRADE , DATE- 7 TESTED BY: n.T�• ') NJ IN PLACE DENSITY A INITIAL WT. TEST SAND r' B WT. SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY 1 N E VOLUME SAND USED WET WT. AT COMPACTION F VOLUME CONE + RING G VOLUME TEST HOLE 1.2 79 H WT. EXC. SAMPLE + TARE q-C I TARE WEIGHT Z J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE t1+zr METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RAT14OLE DATA FIELD LAS WET WT. yam^ 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. M 1 N SP. GR. ROCK `2. WET WT. AT COMPACTION WET WT. ROCK DRY WT. ROCK Q DRY WT. COMP. SPEC. WET WT. q-C DRY WT. R %MOISTURE TOTAL DRY WT.' % ROCK CONDITION OF MOLD CORR.MAX. DENS I?Y' C1.,•-•u`�SZ t1+zr . MAXIMUM DENSITY RAT14OLE DATA MOLD NO. 1 c p 2 3 4 01 INITIAL WT. SPECIMEN ' f,.D ;i -ic:c, P WET WT. AT COMPACTION -{ U J Q DRY WT. COMP. SPEC. R %MOISTURE `7.14 CONDITION OF MOLD •= t..r�a ?: ' C1.,•-•u`�SZ S HT. COMPACTED SPECIMEN 10, T WET DENSITY I'' G . V DRY DENSITY, CONY. FACTOR =0.592 FACTOR x Q = J'3-j(, VOLUMES, C.F. C= A— B E= C+ D UNIT CONE +UNIT G =E - F K =J +G CONE 1667 - L = K . (100,% +N) Q = 0 + (100% + N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q - S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F B' METHOD A JR B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY I I `D MOISTURE -7 RC= % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WI M E T END OF MONTH BY r. ATERIA E R rRESIDENi ENGINEER (CITY ENGR) RELATIVE COMPACTION _J LIMINARY TESTS PRIOR AWARD OF CONTRM CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS SPECIAL TESTS ROAD NO. RESIDENT ENGINEER SEND REPORT TO: AGENCY: COUNTY OF ORANGE ROAD DEPT. Material Testing SBdion TEST NO. �j7�Z32Q' Y REPORT OF Tk4aT ON FIELD NO. CDNT. N' or Q�/FP.34� Iw.o. m eo. tm. or nBFel FED. R4 p r DATE REFTD. 11— —6 IF CONTRACT, USE CONTRACT ITEM ' PROJECT NAME 6o. -ee �i110/! CONTRACTOR Pr MAINTENANCE F1 SUB'D n PERMITS DEPTH LIMITS OF SAMPLE LOCA. OF SOURCE OWNER O MANUFACTURER EPR �NTED' DATE SAMPLED / / —Z g BY TITLE ET/ "'MICEIVED FOR USE IN ❑ BILLING RESIDENT ENGINEER (CITY ENGR.) F- 3071 -42.1, AGGREGATE dl SOIL AT END OF MONTH^^ s •'�L U 'ERNS E41Y" RR 196j!7 GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE A$ USED x SP ECIF. LIMITS SOUGHT COMPACTOR AIR PRESSURE P.S.I. MOISTURE AT COMPACTION DO QQ DRY DENSITY OF SRIO.. # /rU. FT. 2I /2 STABILOMETER VALUE "R" j EXUDATION PRESS. P.S.I. 1111 THICK. INDICATED BY STAB. INCHES I THICK. INDICATED BY EXP. PRESS. IN. .w SP. OR, OVEN ORY S.S.O. APP. SUBBASE I/7 Q— Q FINE BASE % COARSE SURFACE 4 �QQ L. L. I P. L. P. I. COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. A BY EXUD, PRESS 30 J j BY EXPAN. PRESS 50 3� /O— O y A WET DRY 7--7 74 AVO. SPED. a: AT EOUIL. SPEC. IDD /� O— EO INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. 5U IU LART- SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % M/D CURVE NO. REMARKS: s ❑ BILLING RESIDENT ENGINEER (CITY ENGR.) F- 3071 -42.1, AGGREGATE dl SOIL AT END OF MONTH^^ s •'�L U 'ERNS E41Y" RR 196j!7 I ❑ Preliminary tests prior _ COUNTY OF ORANGE _. to award o contract: ROAD DEPARTMENT �t Material Testing Section EST NO. C- TS 79 /���.� FIELD NO. � �:• i � . Control tests on °ON. T it P�.O°. R OR AHF P) materials actually [RELAT�IVE COMPACTION ordwing into works. F -, i ..'� -y DATE 1f contract, use contract Item t�.. � I PROJECT �boYr e V� '`' � AGENCY • . ilJ "k ' i'` Bea RESIDENT ENGINEER (INSPECTOR) �"• T��, CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCV _ MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION r �IRT'� LT OF rL STA REPRESENTING LIMITS TYPE MATERIAL N•S -i`• -DEPTH L_ S TO I5 _1 BELOW FINISHED GRADE DATE I`,in" �- TESTED BY: - T71� =- e • ' 3��.�� IN PLACE DENSITY AINITIALWT.TESTSAND FIELD LAB B WT. SAND RETAINED II;� C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY I N E VOLUME SAND USED x^,57 F VOLUME CONE + RING . I ;;k 0 GI VOLUME TEST HOLE .I G I S' H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE f L. DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 t;.:,.. 3 DRY WT. 01 INITIAL WT. SPECIMEN % MOIST. MI I N SP. GR. ROCK - WET WT. ROCK - DRY WT. ROCK WET WT. — 3 Q DRY WT. — 3 Af TOTAL DRY WT. ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. .1 KF 2 t;.:,.. 3 4 01 INITIAL WT. SPECIMEN C-.Y P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD /VI) S HT. COMPACTED SPECIMEN T WET DENSITY 3 , V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C- D UNIT CONE +UNIT G =E - F K = J =G CONE .1667 - L + N) Q = 0 _ (100% + N) SM. RING .0143 .1810 R = (P —Q) = Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: b ArN ti Test Method Calif. 216 -F METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY kWTURE RC = 96 % ENT. RC = % SPECIFICATION: NIL_ %, ❑ BILLING BIE MADE "D OF MONTH BY eeslDerrr E"ci"EEe tclnr e"cR.> RELATIYE. COMPACTION ..:, ❑Preliminary tests prior to award of contract. ® Control tests on mater's I s acfo taa llr .. entering in works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Sod# RELATIVE COMPACTION I If contm&fl use contract item •I ww i PTEST NO. C— 454 p FIELD NO. CONT. NO. OR PROJECT 3'm.1*Wl 6 e 'R c\. C /NS C- ' � _'� - � AGENCY �o�r RESIDENT ENGINEER (INSPECTOR) � �' � CONTRACTOR � SEND REPORT TO: CONSTRUCTION ® OUTSIDE MAINTENANCE ❑� SUBD. ❑ PERMITS ❑ 1uTS11 � LOCATION i °) '�-U' '`xf LT OF CL S T A 1 (— J REPRESENTING LIMITS TYPE MATERIAL DEPTH 1Su TO IS.S 13ELOW_FINISHED GRADE DATE N 3 '.' . '. s 1`2 u`: TESTED BY: IN PLACE~ DENSITY A INITIAL WT. TEST SAND j,6 Q :. B WT. SAND RETAINED C 0. 1 C WT. SAND USED . ) D TEST SAND DENSITY Si, 4• S E VOLUME SAND USED .345G F VOLUME CONE +RING .1 "IU G VOLUME TEST HOLE . I 4(,/ H WT. EXC. SAMPLE + TARE 1 TARE WEIGHT p J WET WT. EXC. SAMPLE '1 K WET DENSITY IN PLACE j, L DRY DENSITY IN PLACE UN047L METHOD A MOISTURE SAMPLE FIELD LAB WET WT. MOLD NO. C 0. 1 DRY WT. 3 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WET WT. — i DRY WT. — 3 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO. C 0. 1 a.C: 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION r Q DRY WT. COMP. SPEC. R %, MOISTURE 2.7% CONDITION OF MOLD UN047L C /ou .2 S HT. COMPACTED SPECIMEN /O, p T WET DENSITY / 131. 7 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C. F. C.= A— B E= C= D UNIT CONE +UNIT G =E —F K =J +G CONE .1667 — L= K +(1DO % +N) Q =O +(100 % +N) SM.RING .0143 j .1810 R = (P —Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS est Method Calif. 216 -F I B� Rjr V (j BILLING WILL BE MA r F/ NOV,2 l ?IJBI/C {{�� pp/��j BY RESIDENT ENGINEER (CITY ENGR9f1/IS Dft I`. F301143 ATIVE COMPACTION... 1140 METHOD A ❑ 8 [4 SUMMARY RECORD WHOLE NUMBERS N OPT. PLACE DENSITY MOISTURE Z /UN P�2 RC = 86 % TENT. RC = % SPECIFICATION: NL_ %. AT END OF MONTH ❑ Preliminory tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT /- / Material Testing TEST NO C . - �s FIELD NO. ® RELATIVE COMPACTION COOT NO -OR Coni(OI tests on CON OR P.O. OI �i I - actually A1iF'P ee#fiMey' into. works. - t l DATE REPTD. •- #contracT item DATE TESTED BY: '���•.i�Ot�1 IN PLACE DENSITY A INITIAL WT. TEST SAND .= O , D B PROJECT ~Hrr.fso�ils'!'e T:,.1 %:. -. "_ . -xi Ic9 AGENCY' rl yN.�wbo.i WT. SAND USED T3. RESIDENT ENGINEER (INSPECTOR) �-1 ").S�flpI CONTRACTOR, (,..'j'- E SEND REPORT TO CONSTRUCTION yv nGE v ❑ .MAINTENANCE ❑ ❑ PERMITS ❑ LOCATION `t� ; Z�)� °( dr�.� rtj LT OF rL STA 1 -,7 S REPRESENTING LIMITS TARE WEIGHT �a J WET WT. EX C. SAMPLE TYPE MATERIAL ( DEPTH `•�'_" TO ).� S BELOW.FINISHED GRADE DATE TESTED BY: '���•.i�Ot�1 IN PLACE DENSITY A INITIAL WT. TEST SAND .= O , D B WT. SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY (,..'j'- E VOLUME SAND USED 3 S 98 F VOLUME CONE + RING G VOLUME TEST HOLE .138g I H WT..EXC. SAMPLE + TARE 1 -,7 S I TARE WEIGHT �a J WET WT. EX C. SAMPLE K WET DENSITY IN PLACE G, L DRY DENSITY IN PLACE METHOD:A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB T WT. 2 3 Y WT, 01 INITIAL WT. SPECIMEN !DR MOIST. IM .r � N . GR. ROCK P WET WT- .ROCK;:.. 2¢7 DRY WT. ROCK.... WET WT. - Q DRY WT, - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY , 9 . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN Z DO 2406 P WET WT. AT COMPACTION 2¢7 2!,536 , Q DRY WT. COMP. SPEC. R % MOISTURE , 9 s.4 ' CONDITION OF MOLD C /v3 311. Oucr S HT. COMPACTED SPECIMEN //,3 //13s, .. T WET DENSITY / /2s.'Z V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE +UNIT G =E - F K =J = G CONE .1667 - L =K= (100 % +N) Q =O= (100 % +N) SM. RING .0143 .1.810 R = (P -Q) - Q V = FACTOR x Q.= S - . LG. RING .0302 .1969 REMARKS: t Method Calif. 216 -F C� 1 B� ❑ BILLING WkL By,MADE AT -3... FIELO +5 (%WET) METHOD A ❑ B ❑ SUMMARY RECORD WHOLE NUMBERS . IN OPT. PLACE DENSITY ..116, 12S. MOISTURE RC = 93 % TENT_ RC = % SPECIFICATION: NL_ %. OF MONTH l by ... - . R INFER RESIDENT ENGINEER (CITY ENGR) F3011 -33 RELATIVE COMPACTION , • ❑ Preliminary tests prior COUNTY OF ORANGE to award or contract.. ROAD DEPARTMENT Material Testing Section rControl tests on ..... ..... 'jimaterials actually NUATIVE CONFACTI _A>3itrp 25 in g into works. S. DA1E RAOT If contract, use contrast m &000� A EEAL(INSPECTOR) RESIDE IiNGIN CONTRACTOR SEND REPORT TO-, CONSTRUCTION ❑ ARGNINXIDYS INTENANCE ❑ SUBID. ❑ PERMITS ❑ LOCATION ?h &:r' oi v�i' LT OF PL STA 4:10 REPRESE14� ys TYPE MATER DEPTH- TO 19L :BELOW FINISHED GRADE DATE -_)G7 -TESTED BY: IN PLACE DENSITY Al INITIAL WT. TEST SAND 445 BIWT. SAND RETAINED (C Tl C WT. SAND USED 00 D TEST SAND DENSITY 1.6 0 E VOLUME SAND USED F VOLUME CONE.fRING DRY WT. ROCK` G I VOLUME TES +` LE J6 06 HJWT. EXC. SAMPLE + TARE ;�4. p, 0 I TARE WEIGHT T WET WT. EXC.. SAMPLE.. 2; , C) K WET DENSITY IN PLACE I .L DRY DENSITY IN PLACE 0 u _r% i st m 0 S u � OD A SAMPLE. MAXIMUM DENSITY RATHOLE DATA FIELD LAS WET WT. (C Tl 2 DRY WT. 4 01 % MOIST. M N SP, GR. ROCK WET WT. ROCK, WET WT. AT COMPACTION DRY WT. ROCK` 7tA WET _WT�.3 Q DRY WT. COMP. SPEC. TOTAL DRY WT. % ROCK CORR.MAX.DENSITY % MOISTURE • MAXIMUM DENSITY RATHOLE DATA MOLD NO. (C Tl 2 3 4 01 INITIAL WT. SPECIMEN PI WET WT. AT COMPACTION '-4 -4 r—= 7tA Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD 0 vim. S HT. COMPACTED SPECIMEN 46 T WET DENSITY 130, " V DRY DENSITY CONY. FACTOR=0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C= D UNIT CONE+UNIT G=E-F K = J - G CONE .1667 K_ - (100% + N) Q = 0 (100% + N) SM. RING .0143 _L R = IP-jQ) - Q V = FACTOR x Q S LG. RING .0302 1 .196.9 REMARKS Test Method Calif. 216-F • ❑ BILLING WILL BY RESIDENT ENGINEER (CITY ENGEL) RELATIVE" COM I B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS 114 OPT. PLACE DENSITY // '3 1,3,2, MOISTURE 9.V, L240,F_ RC % TENT. RC.= % SPECIFICATION: IlL %. MADE AT END OF MONTH