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HomeMy WebLinkAboutC-1123(C) - Combined capital projects, 1968/69, Corona del Mar area01 1 INSPECTION A TESTING ENGINEERS CHEMICAL E PHYSICAL ANALYSIS P.O. 8a. 16026 - 3310 Airport Way L.aq Eea<h, Ca11f. 90806 (213) 476-3355 - 013)6W23" - (714) 8286432 November 5, 1968 dl MARCH R ENVIRONMONTAL TESTING RECISION ENGINEERING 8 ANALYSIS $inn Is" 1514.D N .rte Het P*T St,-.1 Santa AR*, C *IITOIRI4 92702 (714) QW(HS Examination: SC68 -6228 COMPRESSION TESTS ON CONCRETE RX1W190k1UF BEAMS City of Newport Beach - Public Works Dept* Attnt Mr* Ed McDonald P.O.# 9269 3300 Newport Blvd. Newport Beach, California 92660 PROJECT CORONA DEL MAR COMBINED CAPITAL PROJECT 1968 -69 =r ADDRESS SAMPLE FROM Ailey behind 709 Acacia, Newport Beach ARCHITECT CONTRACTOR - - - City of Newport Beach ENGINEER MCONTRACTOR - - • Welch's Coastal SPECIFIED MIX 6.5 sk. Pozz 3LA STRENGTH DATE CAST 10 -7-68 SLUMP DATE TESTED 10 -11-68 10 -14-68 10 -21-68 BEAM a MXXK NO. 1 2 3 FLEXURAL STRENGTH 9Oi6tM=rj K 4 -Day 7 -Day 14 -day TOTAL LOAD, LOS. 6,450 88050 9,750 POUNDS PER SO, IN. 505 657 796 COMPLIANCE 28 -day test complies with specifications. MAO, RY 14t'AOONlKR BEAMS Art DISTRIWTION; City of NB - 2 Jezowski 6 Markel Welch's Coastal Welch's Orange 600 333 11 -4.68 4 28-Day 9,800 788 DELIVERED by RECEIVED ON Art 10 -8-68 PrrFIVED NOV 7196E PUBLIC WORKS DEPra 9 ALL REPORTS APC SUGMITTED AS THE CONFIDENTIAL PROPLNTY OP CLIENTS. AVTNOR134TION 100 sV.LIC.TION Or OUR RjPORTI. COMOSUfloNf, DN EA TAACTP 'NOM OR REOANDIND YNEN IS RS;ERVKQ PENOINO OUR WPITTEN APPROVAL AS A NUTUAL PROTECTION TO CLIENTS, THE PVSLIC AND OURSELVES. 330-12. INSPECTION 6 TESTING ENGINEERS CHEMICAL A PHYSICAL ANALYSIS P.O. 8or 16026 3310 Ai, Pa It Way Long 8.Ach, Calif. 90806 (213) 426 -3355 • (213) 63b2386 - (714) S28-6Q2 Since 1898 EARCH A ENVIRONMENTAL TESTING RROSION ENGINEERING f ANALYSIS 1514 -D N a th Ha IPU St IRS Santa Ana, Calffornla 92703 (714) 531.2045 November 50 1968 Examination: SC68 -6229 COMPRESSION TESTS ON CONCRETE 91100M BEAMS City of Newport Beach - Public Works Dept. Attn; Mr. Ed McDonald 3300 Newport Blvd. Newport Beach, California 92660 P.O.# 9269 PROJECT CORONA DEL MAR COMBINED CAPITAL PROJECT 1968 -69 ADDRESS SAMPLE FROM Alley behind 707 Acacia, Newport Beach ARCHITECT CONTRACTOR - - - City of Newport Beach ENGINEER SUBCONTRAC704 - - - Welch's Coastal SPECIFIED MIX 6.5 sk. - Pozz 3LA STRENGTH DATE CAST 10 -7-68 SLUMP DATE TESTED 10 -11-68 10 -14-68 10 -21-68 BEAM xxxx m NO. 5 6 7 FLEXURAL STRENGTH XXXKKMO9 X 4-Day 7 -Day 14-Day TOTAL LOAD, LOS. 50600 7000 90550 POUNDS PER SQ. IN. 466 619 768 COMPLIANCE 28 -day test complies with specifications. RUDE BY DELIVERED BY SEAMS VAN" Art Art DISTRIBUTION: 600 419 11 -4 -68 8 28 -Day 9,450 771 RECEIVED ON 10 -8.68 City of NB - 2 Jezowski S Market WelchEs Coastal Welch's Orange j. ALL REPoRTS ARE SURMITTEO AS THE CONFIDENTIAL PROPERTY OF CLIENTS. tUT ... IZ.TION FOR PUOLICATION Of OUR REPORitt. CONCLUSIONS. OR E%. TRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENT{. TAK PUBLIC AMD OURSELVRS. INSPECTION & TESTING ENGINEERS CHEMICAL E PHYSICAL ANALYSIS P.O. Bo. 16026 • 3310 Airport WAY long Beach, Calif. 90806 (213)42633S5 • (213) 636-2386 • (714) 828-6432 Since 1898 r w IEARCH B ENVIRONMENTAL TESTING RROSION ENGINEERING B ANALYSIS 1514 -D N orth Harper Street Santa Ana, California 93703 1714) S31 -2065 November 7, 1968 Examination: SC68 -6230 COMPRESSION TESTS ON CONCRETE X7tYKN1M BEAMS City of Newport Beach - Public Works Dept. Attn: Mr. Ed McDonald 3300 Newport Blvd. Newport Beach, California 92660 P.O.# 9269 PROJECT CORONA DEL MAR COMBINED CAPITAL PROJECT 1968 -69 ADDRESS SAMPLE FROM 16 yards in from sidewalk ARCHITECT ENGINEER mix 665 sk. - Pozz 3LA DATE CAST 10 -8-68 CONTRACTOR City of Newport Beach SUBCONTRACTOR Welch's R/M SPECIFIED STRENGTH DATE TESTED 10 -14-68 10 -15-68 BEAM RIM NO. 9 10 FLEXURAL STRENGTH X70MRXXN(*1* 6 -Day 7 -Day TOTAL LOAD, LOS. 70250 80000 POUNDS PER SO. IN. 604 626 SLUMP 10 -18-68 11 10 -Day 8,950 M] COMPLIANCE 28 -day test complies with specifications. MADE BY BEAMS )OOMniwm Art DISTRIBUTION: City of N8 - 2 Jezowski & Markel Welch's Coastal Welch's Orange DELIVERED BY Art 600 3i1 1t -5-68 12 28 -Day 8,775 709 RECEIVED ON 10 -9-68 y- - ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORTS. CONCLUSIONS. OR EE� TRACTS FROM OR REOA TIDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. a 330 -12 0 INSPECTION E TESTING ENGINEERS C H E M I C A L & P H Y S I C A L A N A L Y S I S P.O. Box 16026 • 3310 Airport Way long B..xh, Calif. 90806 (2t3)424-3355 • (213) 6362306 • (7141828-6432 Since 1698 EARCH E ENVIRONMENTAL TES7146 EROSION ENGINEERING B ANALYSIS 1514-D North Harper Street Santa Ana, California 92703 (714) 531 -2015 November 13, 1968 Examination: SC68-6231 COMPRESSION TESTS ON CONCRETE XXXkJDM BEANS City of Newport Beach- Public Works Dept. Attn: Mr. Ed McDonald 3300 Newport Blvd. Newport Beach, California 92660 P,O.# 9269 PROJECT CORONA DEL MAR COMBINED CAPITAL PROJECT 1968 -69 ADDRESS SAMPLE FROM ARCHITECT ENGINEER AA rziwj DATE CAST DATE TESTED BEAM X=N=R NO. FLEXURAL STRENGTH )0 AIICRRxNWK TOTAL LOAD, LBS. POUNDS PER SQ, IN. COMPLIANCE BEAMS XdfiglNlOIM DISTRIBUTION: Cityof NO - 2 .lezowaki F, Markel Welch's Coastal Welch's Orange In alley behind 2325 E. Coast Highway 6 .5 sk. Pozz. 3LA lo-9-68 CONTRACTOR City of Newport Beach SUBCONTRACTOR Welch's Coastal SPECIFIED STRENGTH 10 -14 -68 10 -16 -68 13 14 5-Day 7-Day 6,100 79300 . 498 587 SLUMP 11 -6 -68 15 28 -Day 9,475 762 28 -day test complies with specifications. 114ADE BY Art DELIVERED BY Art 600 III 11 -6-68 16 28 -Day 80900 719 RECEIVED ON 10 -10-68 ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORT[. CONCLUSION[, OR EX- TRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL ABA MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND_OURSCLY[C INSPECTION & TESTING ENGINEERS C H E M I C A L & P H Y S I C A L A N A L Y S I S P O. Bor 16076 3310 Airport Way Long 8a ach, Calif. 90806 (213l426-335S • (213)63&2386 • (7141828-6432 November 18, 1968 * Since 1898 EARCH A ENVIRONMENTAL TESTING RROS)ON ENGINEERING A ANALYSIS 1514.D North Harper 5fr'.af Santa Ana, California 72703 (714) 531 -2045 November 14, 1968 Examination: SC68 -6539 COMPRESSION TESTS ON CONCRETE Wi016>D I BEAMS City of Newport Beach - Public Works Dept. Attn: Mr. Ed McDonald 3300 Newport Blvd. Newport Beach, California 92660 P.O.# 9269 PROJECT CORONA DEL MAR COMBINED CAPITAL PROJECT 1968 -69 ADDRESS SAMPLE FROM Alley behind 429 carnation, Newport Beach ARCHITECT CONTRACTOR - - - City of Newport Beach ENOINEER SUBCONTRACTOR - - - Welch's Coastal 'D * SPECIFIED 6 00 PSI MIX 943 sk. Pozz. 31A STRENGTH bTyB DATE CAST 10 -16-68 SLUMP 41, DATE TESTED 10 -30-68 11 -13-68 11 -13-68 11 -13-68 BEAM KXNX4= NO. 5 6 7 8 FLEXURAL STRENGTH 919P1BFil0E> XKW 14 -Day 28 -Day 28 -Day 28 -Day TOTAL LOAD, LOS. 7,600 8,150 89400 7,900 POUNDS PER SO. IN. 611 672 678 638 COMPLIANCE MADE BY DELIVERED BY RECEIVED ON CYLINDERS Dines Art 10 -17-68 DISTRIBUTION: City of NB - 2 Jezowski & Market Welch's Orange Welch's Coastal I 0 NSPECT.I ON 8 TESTING ENGINEERS C H E M I C A L 8 P H Y S I C A L A N A L Y S I S P.O. Box 16026 • 3310 Airport Way Long Beach, Calif. 90806 (213) 426-3355 • (213) 636-2386 • p141 8283432 Since 1898 1514 -D N Rrfh HArpar SfrEat Santa Ana, California 92703 (714) 531 -2005 October 28, 1968 EARCH A ENVIRONMENTAL TESTING RROSION ENGINEERING a ANALYSIS 1514 -D N Rrfh HArpar SfrEat Santa Ana, California 92703 (714) 531 -2005 October 28, 1968 Examination: SC68 -6435 COMPRESSION TESTS ON CONCRETE 03MOtOW BEAMS City of Newport Beach - Public Works Dept. Attn: W. Ed McDonald P.O.# 9269 3300 Newport Blvd. Newport Beach, California 92600 PROJECT CORONA DEL MAR COMBINES CAPITAL PROJECT 1968 -69 ADDRESS SAMPLE FROM Alley behind 431 Carnation, Newport Beach ARCHITECT CONTRACTOR - - - City of Newport Beach ENGINEER SUBCONTRACTOR - - - Welch's Coastal SPECIFIED MIX 6,0 sk. - 3 LA Pose. STRENGTH 600 psi DATE CAST 10 -16 -68 SLUMP 4" DATE TESTED 10 -21 -68 10 -22 -68 10 -23 -68 10 -26 -68 BEAM 1 NO. 1 2 3 4 FLEXURAL STRMTH KUVAHMMM 5 -Day 6 -Day 7 -Day 10 -Day TOTAL LOAD, LBS. 61300 6,450 7,400 79900 POUNDS PER SO. IN. 493 521 595 635 COMPLIANCE MADE BY DELIVERED BY RECEIVED ON [)aMMO K BEAMS Dines Art 10 -17-68 DISTRIBUTION: r, r City of NB- 2I'�'�[ D Jezowski & Markel 's OCT 2 i 1968 Welch Coastal PUBLIC WORKS DEF] , ALL REPORTS ARE SUBMITTED AS •w. •n OVNI -AL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION Or OUR REPORTS. CONCLUSIONS. OR EX. TRACTS 140M OR REGAeyN t ..rtr �. -. ,RVr'O eF ap. w. OvR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. N S P E l T - O N 8 T E S T I N G ENGINEERS C H E M I C A L IT P H Y S I C A L A N A L Y S I S P C 80. 1e025 3310 Al. 1:II II Way i o- IS S e . C a I I f. 90806 (2131 426.3354 • .:A) 6362386 • (714) a2B -6432 a EARCH i ENVIRONMENTAL TESTING RROSION ENGINEERING IS ANALYSIS Since 1898 1514 D N prth Harper Street 5anta Ana, Cal ito I is 93703 1710) 511 -2045 November 19, 1968 Examination: SC68 -6465 COMPRESSION TESTS ON CONCRETE CX335CM BRANS City of Newport Beach - Public Works Dept. Attn: Mr. Ed McDonald P.O.# 9269 3300 Newport Blvd. Newport Beach, California 92660 PROJECT ADDRESS SAMPLE FROM ARCHITECT ENOINEER MIX DATE CAST DATE TESTED BEAM qMMM NO. FLEXURAL STRENGTH TOTAL LOAD, LBS. POUNDS PER SO. IN COMPLIANCE DK I'. I.t'r N DI SIR 'BUT ION. City of NB - 2 Jezow7ski & Merkel Welch's Coastal Welch's Orange CORONA DEL MAR COMBINED CAPITAL PROJECT 1968 -69 Alley behind 3250 Pacific Coast Highway 6.0 sk/ + Pozz. 3LA 10 -22 -68 CONTRACTOR City of Newport Beach SUBCONTRACTOR Welch's Coastal SPECIFIED STRENGTH 600 psi 10 -28 -68 10 -29 -68 1 2 6-Day 7-Day 7,000 7,800 554 610 SLUMP 4Y" 11 -19 -68 3 2 8- Day 8,425 681 28 -day test complies with specifications. MADE BY DELIVERED BY Art Art • ofi RECEIVED NOV 619uv RECEIVED ON 10 -23 -68 11 -19 -68 4 28 -Day 8,125 643 1Npk UEP14t 1111. NE:- C..:; .I.i S ae•.•II EO .S Tv.F CONFIOF N I:., rNOPLRT'i OA a'.. LN I! .. r ..! Of OVR REPORTS CONCLUSIONS. OR EX. 1R.CT5 :9:IN DI'I TNLN IS RESLRVeG PENDING Oun WI. T-. 4 .. u .. 1N TO CLIENTS. THE PJCLIC AND OURSELVES. I INSPECTION 8 TESTING E N G f NE E RaS CHEMICnL d PHYSICAL ANALYSIS P O. Boa 16026 - 3310 Airport Way Long Bea, b, Oa I1 f. 90806 (2131 4263155 • (20) 6362386 • (714) 8286432 Since 1898 EARCH B ENVIRONMENTAL TESTING 9ROSION ENGINEERING A ANALYSIS IS14 -D N orth Harper St .at Santa Ana, California 91703 (714) 531.2045 November 21, 1968 Examination: SC68 -6466 COMPRESSION TESTS ON CONCRETE KX=9Q= BEANS City of Newport Beach - Public Works Dept. Attn: Mr. Ed McDonald P.O.# 9269 3300 Newport Blvd, Newport Beach, California 92660 PROJECT CORONA DEL MAR COMBINED CAPITAL PROJECT 1968 -69 ADDRESS SAMPLE FROM Alley at McArther & Pacific Coast HigiWay, Newport Beach ARCHITECT CONTRACTOR - - - City of Newport Beach ENOI NEER SUBCONTRACTOR - - - Welch's Coastal SPECIFIED MIX 6;0 sk. + Pozz, STRENGTH 600 psi DATE CAST 10 -23 -68 SLUMP 4 -3/411 DATE TESTED 10 -28 -68 10 -30-68 11- 20 -68. 11 -20 -68 BEAM 1 2 3 4 FLEXURAL STRENGTH 00MR11 5-Day 7 -Day 28-Day 28 -Day TOTAL LOAD, LBS. 68600 6,850 7,750 7,830 POUNDS PER SO. IN. 522 553 623 631 COMPLIANCE CYLINDERS 28-day tests comply with specifications, MADE BY Art DELIVERED BY Bob RECEIVED ON 10 -24 -68 DISTRIBUTION. City of NB - 2 Jezowski & Merkel Welch's Coastal Welch's Orange _ .1L S newt SVRMiTiC[: a5 -r., 11; I,\ I N -`i ♦t IRORI$ATIOH FOR PUBLICATION OF OUR REPORTS. CONCLUSIONS, OR E% TRACTS 1.0M oq R,Cal.iNU 1N1 1-1 ROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES. 0 INSPECTION S TESTING ENGINEERS C H E M I C A L S P H Y S I C A L A N A L Y S I S P.O. Boy 16026 • 3310 Airport Way Long Beach, Calif. 90306 (213) 4263355 • (213) 636.2386 • (714) 828 -6432 ,EARCH 8 ENVIRONMENTAL TESTING. RROSION ENGINEERING B ANALYSIS 151 a -D N orfh H a r P a Sfr..f Santa Ana• California 92703 (7141 531.2045 5mce 1898 e December 12, 1968 SC68A hf { tf Examination: COMPRESSION TESTS ON CONCRETE M10111151tll BEAMS DEC 131968 City of Newport Beach - Public Works Dept. Attnt Mr. Ed McDonald pURI WORKS DEPT. 3300 Newport Blvd. Newport Beach, California 92660 P.O.# 9269 PROJECT CORONA DEL MAR COMBINED CAPITAL PROJECT 1968 -69 ADDRESS SAMPLE FROM ARCHITECT ENGINEER MIX DATE CAST DATE TESTED BEAM NO. )=K0lIQK=X FLEXURAL STRENGTH )MMIZEMW TOTAL LOAD, LBS. POUNDS PER SO. IN. COMPLIANCE 00=10K K BEAMS Driveway - Alley behind Pacific Coast Hwy & Fernteaf at Entrance to Alley CONTRACTOR City of Newport Beach SUBCONTRACTOR Welch's Coastal SPECIFIED #F -1/ 5.5 sk + Pozz STRENGTH 600 psi 11-12-68 SLUMP 4 2'1 11 -19 -68 11 -19 -68 12 -10 -68 12 -10 -68 B -1 B -3 B -2 B -4 7 -Day 7 -Day 28 -Day 28 -Day 6,600 6,000 7,850 7,450 516 475 647 602 28 -day tests comply with specifications. MADE BY Art DISTRIBUTION: City of Newport Beac h - 2 Jezowski & Market Welch's Orange Welch's Coastal DELIVERED BY Bob RECEIVED ON 11 -13-68 ALL 4EP04T5 .RL 5V0M:TTEO 15 ♦NL .:.•I �. �• I.1'. tll C.111ry TS. .VTrORIL.TION 104 PUBLICATION Or OUR REVORTS. CONCLUSIONS, OR E.- TRACTS 100N OR RELARPING T-:1v . ... - .1 wu. TtrN aPVROVAL " A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. 380 -I2 k k k` %v • Eatih Sciences 1 Foundations • C.no'r ction Materials M47. -BIRCH STRE'Et • NEWPORT BEACH, CALIFORNIA 92660 • (714) 540 -3760 PROJECT: CITY OF NEWPORT BEACH DATE: December 17, 1968 ALLEYWAY PAVING PROJECT NO. 68 -072 REPORT NO: 68 -072 -1 ASTM C78 - 64 FLEXURAL STRENGTH - CONCRETE BEAMS SAMPLED FROM: Alley between Acacia & Avocado, 2nd & 3rd St., Corona Del Mar SUPPLIER: WELCH LOAD TICKET NO: C 18790 SAMPLES CAST.. 11/14/68 " SAMPLE NO. WIDTH NB -1 6.07 NB -2 6.13 NB -3 6.00 NB -4 6.13 NB -5 6.07 NB -6 6.07 NB -7 6.07 NB -8 6.13 2 c.c. CITY OF N.B. ATT'N : ED MC DONALD ENCL. 1 Curve Respectfully submitted, TERRA LABORATORIES, INC. By d7 MAAi i MODULUS OF DEPTH SPAN MAX. LOAD RUPTURE AGE, 6.07 18" 6500 525 4 Days 6.13 " 7000 548 5 " 6.07 It 6500 531 6 " 6.07 of 7250 574 7 " 6.07 8100 652 14 " 6.00 8750 722 28 " 6.07 8750 707 28 " 6.13 " 9250 725 28 " Respectfully submitted, TERRA LABORATORIES, INC. By d7 MAAi i PRGJF,CTNO: 68 -072 -1 TER RA LA B 0 R A T 0 R I E S, I NC. PROJECT: CITY OF NEWPORT BE* (ALLEYWAY PAVING) 0 12/17/68 DAYS i i' 800 700 w a 5 H > 600 C4 w ° 500 ti a 400 0 a 0 300 200 100 DISTRIBUTION: City of Newport Beach - 2 J"dwski & Markel Volable Orange wGuib's Coastal ALL REPORTS AWE 6U901ITTEP AS THE CONFIDEftTOAL "OPERTY OF CLIL?k". TRACT[ Vgxi*j�" x"'i v INSPECTION & TESTING ENGINEERS RESEARCH A ENVIRONMENTAL - ' CHEMICAL & PHYSICAL ANALYSIS CORROSION ENGINEERING 4 AwNALYSIS Box 16026 3310 Airport W TW mA\,t Lalso Dries 1514-1) N .,in H.'P.' 59 Long Calif. 90806 2783 S.. 1, Are. C.11for.1a 92783 (]I3) 426 -3355 • (213) 6ML23" (714) 120-6432 (714) S31-2045 Since 1898 December 29, 1968 Examination: $088-7127 COMPRESSION TESTS ON. CONCRETE � IBM City of Newport Beach - Nblic Works Dept. AttI23 Me Nd )ftDCra4U P.O.# 9269 330 Newport Blvd. Newport saftho California 92660 PROJECT COR010L ML H%R COMUM CAPITAL Mj= 1968-69 ADDRESS PrrrIVED SAMPLE FROM Water Front and Acacia. [)-C 2 3 1968 ARCHITECT CONTRACTOR Fe . Ax City a' Newport "ALIG WORKS DEPT. ENOINEER SUBCONTRACTOR walch's Coastal SPECIFIED MIX 5.75 sk. STRENGTH 600 Plow DATE CAST 11-20-68 SLUMP 41,'3 DATE TESTED 11-27-68 11-27-68 12-18-68 12-18-68 go. towasum 1 2 3 4 FIAMMI, VZONM COMPRESSION 7-Day 7-Day 28-Boy 28-Day TOTAL LOAD, LBS. 6v800 6V950 8,150 8,300 POUNDS PER SQ. IN. 544 489 655 667 5 & 6 "HOLDS" COMPLIANCE 28-day tests comply with specifications. MADE BY DELIVERED by RECEIVED ON MANS Art Sob 11-21-68 DISTRIBUTION: City of Newport Beach - 2 J"dwski & Markel Volable Orange wGuib's Coastal ALL REPORTS AWE 6U901ITTEP AS THE CONFIDEftTOAL "OPERTY OF CLIL?k". TRACT[ Vgxi*j�" x"'i v } }P i T7 RF�FIVED JAN 3 1969 PUBLIC WORKS DEPT.- - PPOdECT: CITY OF NEWPORT BEACH DATE: December 30, 1968 ALLEYWAY !'A'dJN(, PROJECT NO: 68 -072 REPORT' :S!).: N 7 2 ASTP! C78 - 64 FLEXURAL STR3:NGTII - CONCRETE' !tFAM: , SAMPLED FROM: Alley 22B - 100'S of 3rd SUPPLIER: Welch Ready Mix SAMPLES CAST: 11 -22 -68 LOAD TICKET NO; 19633 Truck 1184 SAMPLE NO. W 1 i)'!7! 9 6.07 10 6.07 11 6.07 12 6.00 13 6.13 14 6.00 Respectfully sub!nat:ted, TERRA LABORATORIES, INCA i Pt Ui,IILI!'; t)h 6.07 18" 7000 565 7 6.00 18" 6750 555 7 6.07 18" 8500 685 14 6.07 18" 8500 690 14 6.13 18" 9000 705 28 6.00 18" 8750 730 28 Respectfully sub!nat:ted, TERRA LABORATORIES, INCA i OPRELIMINq R`. - TO AWARD < x' �' O POTENTIAL SO D AFTER AWARL _ SIEVE CONTROL TESTS ON MATERIALS ACTUALLY AS USED ENTERING INTO WORKS O SPECIAL TESTS, ROAD NO. • • COUNTY OF ORANGE ROAD DEPT. D Materiel Testing Section. ;T TESI.NO.GR�- za�8_228.� tYJE71 REPORT OF TESTS ON FIELD NO- (W.O. r or . IW.O. NP.O. No. orAHFP) 1 1 p FED. NO. DATE REPTD. IF CONTRACT, USE CONTRACT ITEM' PROJECT NAME RESIDENT ENGINEER 'IINSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION Or UENIDE.® MAMTENANCE - SUB'D PERMITS El LIMITS OF SAMPLE' ®��L�' S�03>1,8.5' �2.iaiiQ SOiZO L�1 :2'es.Qule Sy3. �'�.>o LOCH. OF SOURCE ... VOTED MANUFACTURER C /ark REFRV TED DATE SAMPLED BY TITLE RECEIVED FOR USE IN ,a'Aile GRADING ANALYSIS TEST SPECIMEN A B I C D E SIEVE AS USED SPECIE. LIMITS SOUGHT COMPACTOR AIR PRESSURE P.S,L MOISTURE AT COMPACTION -A 3 DRY DENSITY OF BRIQ., #11U. FT 211/2 STABILOMETER VALUE 'R" 2 EXUDATION PRESS. P,S.I. II�2 THICK. INDNajjtO BY STAB. INCHES I THICK. INDICATED BY EXP. PRESS, IN. �j SP. OR, OVEN ORY S.S.D. I APP. SUBBASE I/2 FINE BASE % COARSE SURFACE 4 L. L. I P. L. P. 1. COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. W BY E%UD. PRESS 30 J BY E%PAH..PRESS so —Ad 3 WET .Y6 P6 DRY 4q AVO, SPEC. y. AT EQUIL. SPEC. IW INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS. zw SU U LART- SPEC. MOISTURE CON7ENT.AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: Rr 11 ,f F j� ><ILLING WILL BE MADE AT END OF MONTH C t' U MATERIALS ENGINEER OCT 1 1 1968 ���R� � (j�{�\ 4}�fi' BY RESIDE qN0 4E�17'(CR ETQGR.) F- 3011.42.1 AGGREGATE do SOIL CITY F NEMRT, BM. CF. Laboratory Analysis for Cctober, 1968 ALLEY 6 -D, ALLEY -B ALLEY 12 Field Time 1 man 3 hrs,.:_ 3 8.25 hr. Relative Compaction "B" 4 tests 19.80 ea. Tests # 68C -5496 thru 5499 ALLEY 8 -B ALLEY 6 -D ALLEY -A Field e I man 2 hrs. 8.25 hr. Relative Compaction "B" 3 tests 19.80 ea. Tests #68C -5335 thru 5337 ALLEY 12, ALLEY 9 -B. ALLEY 15 -D. ALLEY 16 -F, l z 24.75 79.20 103.95 16.50 59.40 75.90 Field Time man 4 hrs. 3 8.25 hr. 33.00 Relative Compaction "B" 4 tests a 19.80 ea. 79.20 Tentative Compaction 1 test 11.85 ea. 11.85 Tests f68C -5597 thru 5601 124.05 ALLEY 15 -C (1123 -A), ALLEY 18 -B, ALLEY 9 -C Filed Time (1 man) 4 hrs. 8.25 hr. 33.00 Relative Compaction "B" 5 tests 19.80 ea. 99.00 Tests #68C -5624 thrg 5628 132.00 ALLEY 18 -A C -112 A ALLEY 22 -3 Field Time (1 man 4 hrs. n 8.25 hr. 33.00 Relative Compaction "B" 4 tests 19.80 ea. 79.20 Tests 468C -4998 thru 5001 112.20 ALLEY 201 ALL 20 -C ALLEY 20 -D Field 1 man 2 hrs. 8.25 hr. 16.50 Relative Compaction "B" 3 tests 19.80 ea. 59.40 Tests -'68C -5057 thru 5059 75.90 ALLEY 22 -3 (11 -23-4) 3 ALLEY 12 Field Time 1 man) 4 hrs. _ 8.25 hr. 33.00 Relative Compaction "B" 3 tests 19.80 ea. 59.40 Tentative Compaction 1 test 11.85 ea. 11.85 Tests 46Fr, -5650 thru 5653 104.25 (cont..on page 2) I _ ! Page 2. is 0 CITY OF NEWPORT BEACH Laboratory Analysis for October, 1968 i ALLEY 23 -A & ALLEY 22 -C Field Time 1 man 3 hrs. 8.25 hr. 24.75 Relative Compaction "B" 4 tests 19.80 ea. 79.20 Tests #68C -5690 thru 5693 103.95 BAYSIDE DH. MARINE AVS. & HARBOR VIrd DR. Field Time 2 men 6 hrs. 16.50 hr. 99.00 Resistance Value 3 tests Z 48.40 ea. 145.20 Tests r: =68- 1104,1105,1114 Hydrometer Analysis 12 tests q- 16.50 ea. 198.00 Tests 468 -1104 thru 1107,1116, 1117,1109 thru 1114 Sand Equivalent 9 tests 7 3.85 ea. 34.65 Tests =$68- 1103,1104,1106,1107 1110,1112,1115 thru 1117 Office: (1 man) 3 hrs. g 8.25 hr. 24.75 501.60 I DAHLIA & SECOND ',d.C.m C- 11 -23 -D Field Time (2 men) 3 hrs. a, 16.50 hr. 49.50 Relative Compaction "B" 3 tests 19.80 ea. 59.40 Relative Compaction "A" 1 test 21 23.65 ea. 23.65 Tests 468C -5171 thru 5174 132.55 DAHLIA & SECOND d.0.# C -112 -D Field Time 1 man 3 hrs. ; R 8.25 hr. 24.75 Relative Compaction "B" 3 tests - 19.80 ea. 59.40 Tentative Compaction 1 test � 11.85 ea. 11.85 3 Tests # 68C -5281 thru 5284 96.00 J STORM DRAIN Sand Equivalent 5 tests s 3.85 ea. 19.25 i Tests #68 -P -2288 thru 2290 19.25 FERNLEAF STORM DRAIN W.C. #C- 1123 -D Field Time (1 Van) 4 hrs. a 8.25 hr. 33.00 Relative Compaction "B" 5 tests '4 19.80 ea. 99.00 Tests # 68C -5085 thru 5089 132.00 (cont. on page 3) 8 I � Page 3. CIT° OF'WPORT BEACH Laboratory 2na*sis for October, 1968 38th ST. BRIDGE RIVO ALTO CANAL Field Time; Mobil-, Drill (Operator & 3 men) 13 hr ' �2 36.50 hr. 474.50 Frank Howard Jr. ( Cperator i, 2 men) 7 brs. a 26.25 hr. 183.75 Offices Drafting & Technical. Preparation of Reports (1 man) `10 hrs. 8.25 hr. 82.50 740-75 TRACT NO. 6620 C OARSE GRADING i test 6.05 ea. 6.05 Fine Grading 1 teat - 7.70 ea. 7.70 Sand Equivalent 3 tests 3.85 ea. 11.55 Tests ,u 68 -F -2484 25.30 TRACT NO. 6620 Field Time (1 man) 2 hts. 8.25 hr. 16.50 Hpo 2 tests � 3.30 ea. 6.60 Tests k68C -5732 thru 5734 23.10 (1 test no charge) TRACT N0. 6620 - Newport Hills Field Time 1 manT 3 hrs. 8.25 hr. 24.75 Tentative Compaction "B" 4 tests 19.80 ea. 79.20 Tests 468C -5520 thru 5532 103.95 TRACT N0. 6620 Field Time (1 man) 3 hrs. �1 8.25 hr. 24.75 Relative Compaction "B" 4 tests 1 19.80 ea. 79.20 Tests $68C -5616 thru 5619 103.95 TRACT im. 6621 Field Time (1 man) 1 hr. �Z; 8.25 hr- 8.25 Coarse Grading 1 test 6 6.05 ea. 6.05 Fine Grading 1 test 7.70 ea. 7.70 Stand Equivalent 3 tests 3.85 ea. 11.55 Test #68 -P -24995 TOTAL 2 44 2 ' RErEd:Ed �a� +�UJfCJ1.�5ff�G �= NOV 810684W g Ciry F� MElip ; GLACit CALIF ❑Preliminary tests prior to award of contract. Cam mate cote PROJECT RESIDEN' SEND RE LOCA T IO REPRESENTING LIMITS 1. TYPE MATERIAL f? I DEPTH a" TO II0 BELOW FINISHED GRADE DATE I — \D _(OID TESTED BY: Q COUNTY OF ORANGE r ROAD DEPARTMENT /9" IN PLACE DENSITY A _ INITIAL WT. TEST SAND 5.20 B WT, SAND RETAINED_ _ �p C WT, SAND USED 0'(op D ST TE SAND DENSITY O E VOLUME SAND USED WET WT, — a F VOLUME CONE + RING \ ✓�(�CJ G VOLUME TEST HOLE ((a 3 HI WT, EXC. SAMPLE +TARE I TARE WEIGHT 3- D J WET WT. EXC. SAMPLE K L WET DENSITY IN PLACE____ DRY DENSITY IN PLACE '1 CONDITION OF MOLD__ METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIEL.O -- -._._ _.gyp LAB WET WT.� ~- _. DRY WTj MOIST. LM 7, M N SP. GR. ROCK WET WT. ROCK O DRY WT. ROCK o 7 WET WT, — a DRY WT. — e TOTAL DRY WT. Q % ROCK CORR.M AX. DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 0 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- x(100 % +N) SM,RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING .0302 1 .1969 REMARKS: /37 e $ 7a - MAX f're.rr 69-C -/A8 Test Method Calif. 216 -F NJ T JAN 161969 • �Q�n� UtN�. pUg�1C 140 i B— METHOD A Q B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE % ES RC = 22 % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY MATE �S ENGINEER RESIDENT ENGINEER (CITY ENGR.) 77 F3011-83.1 RELATIVE COMPACTION - E] Preliminary tests prior COUNTY( to award at contract. • ROAD De Material *I U materials 6�tvolly RELA entering into works. PROJECT.- RESIDENT ENGINEER (INSPECTOR) la SEND REPORT TO: CONSTRUCTION ❑ LOCATION I'Glak✓L-DAP REPRESENTING LIMITS TYPE MATERIAL DATE TESTED E3Y:--4 IN PLACE DENSITY Al INITIAL WT. TEST SAND A WET WT;..4 ' � WT. SAND RE C WT. SAND U ED 3 z '(0 * TEST SAND DENSITY * VOLUME SAND USED A 7- * VOLUME CONE± RING 9 'D G1 VOLUME TEST HOLE 2.c i S H I WT. EXC. SAMPLE + TARE I 3k . -10 .1 ITARE WEIGH 1 310 J j IWET WT. EX C. SAMPLE KIWETDENSITI K LIDRY DENSITY IN PLACE j -00,0 4.13E -P ON —AGENCY L •aw j CO _MAINTENA MET MOISTU MPLE FIELD LAB WET WT;..4 ' � MOLD NO. DRY WT. 3 MOIST. o 01 SP. GR. ROCK 'WET WT. ROCK WT. ROCK f. 7 WET WT. DRY Wt. 3 TOTAL DRY WT. 7 % ROCK Iz CORR.MAX. DENSI TY 147— REMARKS: c/37ae-aui-i Zwoif 47-e-4". Test Method Calif. 216-F )ATE R —BELOW FINISHED GRADE METHOD . A :0, SUMMARY RECORD.WHOLE NUMBERS OPT.:. T. P . LACE OF.T.'s. DENSITY /3o MOISTURE C5 I RC. = 9.Z . — % TENT..Jlp..= % LSPECIFICATION: INIL_ %, MAXIMUM DENSITY RATHOLE. DATA MOLD NO. 3 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 I - UNIT jC0t4F+UNIT G = E – F K = J – G CONE 1 L ='K - (100% +N) Q 0 % + Ni F) SM. RING W4i .1810 R -'[P–Q) – 0 V = FACTOR x Q – S LG. RING., j 0302 1 .1959 REMARKS: c/37ae-aui-i Zwoif 47-e-4". Test Method Calif. 216-F )ATE R —BELOW FINISHED GRADE METHOD . A :0, SUMMARY RECORD.WHOLE NUMBERS OPT.:. T. P . LACE OF.T.'s. DENSITY /3o MOISTURE C5 I RC. = 9.Z . — % TENT..Jlp..= % LSPECIFICATION: INIL_ %, ❑Preliminary tests prior to award of contract. . Cor,4 t t-mrs' o'n' materials actually snterise into works. .S .:•:.:fig:.. PROJECT lone a w iS ST. RESIDENT ENGINEER (INSPECTOR). SEND REPORT TO: COEISTR CTI( " LOCATION S(-Q 92*a k REPRESENTING LIMITS_�� 1 TYPE MATERIAL — DATE r3 DATE \ — I, tp I IN PLACE DENSITY Al _ INITIAL WT. TEST SAND B WT. SAND RETAINED Q C WT. SAND USED ..Ito A IRS` D TEST SAND DENSITY p4. -_ E VOLUME SAND USED ~ F VOLUME: CONE +RING 1 G VOLUME TEST HOLE �L Hi WT. EXC. SAMPLE + TARE '( I TARE WEIGHT 3.p J WET WT. EXC. SAMPLE Z3 ;'( K WET DENSITY IN PLACE L DRY DENSITY IN PLACE , COUNTY OF ORANGE ROAD DEPARTMENT, Material Testing Seet _ PRELATIVE C0 Wafi7.l, I" N CONTRACTOR i ❑ a °cersic MAINTENANCE C3 SUBD. -' PERMITS El ' -R,T, LT OF STA DEPTH TO 10" BELOW FINISHED, (a t �z s..:'.Li _AA sa u . HOD R MOI ,'SAMPLE FIELD WET WT. MOLD N0. ,DRY WT. 2 3' rya MOIST. I M N SP. GR. ROCK WET WT- .:RACK 8p. DRY WT. =10',- WET WT. AT COMPACTION WET WT. .DRY WT -' . =? ...' ItTAL DRY WT. '% % ROCK,. CORR.MAX.DENSITY ' e: REMARKS: -e `/ Test Method Calif. 216 -F • METHOD A (_ B-0 SUMMARY" RECORD WHOLE NUMBERS IN OPT: PLACE DENSITY MOISTURE RC = i % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT: END OF MONTH .. ..,. BY.: RESIDENT;.ENGINEER,(.CITY ENGR.) RELATIVE COMPACTION sa ; 3 _ �:. - t� - MAXIMUM DENSITY RATHOLE DATA:.. MOLD N0. 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 DRY DENSITY : CONV. FACTOR =0.592 FACTOR 'x Q = VOLUMES..�C:Fs: C = A = B 1= = C= D UNIT CONE +UNIT G = E K' -J +G CONE .1667 - L =K +(100 - +N) Q =O +(1.00 % +N) SM. RING .0143 :.'.1810 R = (P -Q) - Q I V = FACTOR x Q _ S LG. RING " :03012 - .1 969 REMARKS: -e `/ Test Method Calif. 216 -F • METHOD A (_ B-0 SUMMARY" RECORD WHOLE NUMBERS IN OPT: PLACE DENSITY MOISTURE RC = i % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT: END OF MONTH .. ..,. BY.: RESIDENT;.ENGINEER,(.CITY ENGR.) RELATIVE COMPACTION sa ; 3 _ �:. - t� - ❑ Preliminary tests prior to INITIAL WT. TEST SAND COUNTY OF ORANGE 131 award o c.,,tract, AL ROAD DEPARTMENT i- i Material Teslin&Secti . i 0.", ES TH FIELD CONT. I mate�iols' actually E COM 41NMOM a! Control tests: on RELATlY entertriv IzaC V_ en DATE F ContraCt item �ZgtroC.. us* tact item AGE •PROJECT�. NCY i. LAI! RESIDENT ENGINEER (INSPECTOR) —CONT I RACTOR_' Tt. 4'CO ❑ --.:,END REPORT AGENCY MAINTENANCE ❑ ,,,,ZTRUCTION LOCATION— S'r' RT LT REPRESENTING LIMIT TYPE MATERIAL w st3 DEPTH All TO ko -(*Q) TESTED BY: II-A a iLgiL, kjjL� IN PLACE DENSITY Al INITIAL WT. TEST SAND L.A8 131 WT. SAND RETAINED 1 C WT. SAND USED 4 D TEST SAND DENSITYJ2tl SP. GR. ROCK E VOLUME SAND USED WET DRY WT.A=—J ." , W. TOTAL DRY4T.-." i I F VOLUME CONE + RING ("D, GI VOLUME TEST HOLE .195, 0 DRY WT. COMP; SPEC. HjWT. EXC. SAMPLE + TARE B0,40 I TARE WEIGHT 0 J, WET WT. EXC. SAMPLE.: 2."l I K K WET DENSITY itl PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE • I FIELD'. L.A8 WET WT­. MOLD NO. 1 -DRY WT. M 4 !Y, MOIST. INITIAL WT. SPECIMEN SP. GR. ROCK WET WT; ROCK DRY WrI:ROtK` WET DRY WT.A=—J ." , W. TOTAL DRY4T.-." i I % ROCK CORR.MAX.DENSITY REMARKS: Test Method Calif. 276-F I METHOD A g B ❑. SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC % TENT. RC ,SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • • MAXIMUM DENSITY SITY RATHOLE DAt k MOLD NO. 1 2 4 Of INITIAL WT. SPECIMEN P WET WT. AT COMPACTION 0 DRY WT. COMP; SPEC. R , % MOISTURE CONDITION OF MOLD 5 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 N IT 4 CONL UNIT + G = E — F K = J G CONE I� C 7 I L = K — (100% +N) Q = 0 — (I DO% + N) I SM. RING 1 .0143 1 .18107- R = (P—Q) — Q V FACTOR x 0 — S I LG. RING 1 .0302 1 .1969 REMARKS: Test Method Calif. 276-F I METHOD A g B ❑. SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC % TENT. RC ,SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • Preliminary tests prior to award of contract, F ' ` aetftail :,_ . RESIDENT ENGINEER (INSPECTC -._- SEND REPORT TO' CdASTRUG LOCATION— REPRESENTING LIMITS TYPE MATERIAL A•d• .. DATE _ IN PLACE DENSITY A INITIAL WT. TEST SAND B WT. SAND RETAINED ' 16"' - -: C _ WT. SAND USED -t D TEST SAND DENSITY INITIAL WT. SPECIMEN E _ VOLUME N " F VOLUME CONE + RING 8/ ­GIVOLUME . ST HOLE HH WT. . AMPLE + TARE 2 , �.1 TARE WEIGHT S - _WET -WT. EXC. SAMPLE 19 Q9 K WET DENSITY IN PLACE - L Y DENSITY IN PLACE CONDITION OF MOLD I COUNTY OF ORA ROAD DEPARTMI e contract AGENCY MAIN DEPTH J: TESTED BY: -•�� -� METHOD A 7URE .SAMPLE MAXIMUM DENSITY RATHOLE DATA FIE4D'" LAB WET'WT. ,.. P._ -t DRY WT. O INITIAL WT. SPECIMEN %MOIST. M 4.77 N " SP. GR. ROCK - P WET WT. RQ[K_; _ DRY WT. RO , WET WT, 7,e _. Q DRY TOTAL DRY'' % ROCK - R CORR,MAX,DENSITY REMARKS: G H Test Method Calif. 216 -F R METHOD A & B SUMMARY •RECORD WHOLE NUMBERS IN OPT'. PLACE DENSITY 1 35. _ M6fsniri� S 7 - . RC r TENT. RC = % SPECIFICATION: NL_% MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 - ,.. P._ -t _:.:- 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 "Y' - CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, GiF. C= A- B E= C+ D UNIT CONE+.UNiT. G =E - F K =1 =G CONE -.1667 - L = K = (too- + -N) Q = -0 s (1.00`r + N) SM. RING - .0143 . - .1810 R = (P-4j _ Q V = FACTOR x Q+ S LG. RING .0302 .1969: REMARKS: G H Test Method Calif. 216 -F R METHOD A & B SUMMARY •RECORD WHOLE NUMBERS IN OPT'. PLACE DENSITY 1 35. _ M6fsniri� S 7 - . RC r TENT. RC = % SPECIFICATION: NL_% ❑Preliminary tests prior to award of contract. FHj Control tests on 101 materials actually • entering into works. • RESIDENT ENGINEER (INSPECTOR; SEND REPORT TO: CONSTRUCTI LOCATION FL-AAIG [` "Ale /= REPRESENTING LIMITS TYPE MATEL /t %. .5. DATE 1_7;_ C _ IN PLACE A _DENSITY INITIAL WT. TEST SAND —LAB B1 I C DI WT. SAND RETAINED WT. SAND USED TEST SAND DENSITY 0 5 E F1 VOLUME SAND USED VOLUME CONE + RING 3301 I, /E /6 GI VOLUME TEST HOLE 4 HIWT. EXC. SAMPLE + TARE '92, Z 1 TARE WEIGHT J WET WT. EXC. SAMPLE % ROCK K WET DENSITY IN PLACE__ L DRY DENSITY IN PLACE _ COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section TEST NO. C- FIELD NO. (C "i h RELATIVE COMPACTION CON. NO.OR IW.O. OR P.O. OR AHFP) caZSF -/<' DATE REPTD. If contract, use contract item �–. — AGENCY - '` CZ/V- 4e&y>ler 'ACff CONTRACTOR 4&J= 4 - oursloE JN ❑ AGENcy MAINTENANCE ❑ UBD." P FAIT 0 ''(/� RT L' , OF CL STA 77 DEPTH TESTED B. SC14 TO /,-5 "r BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA —FI ELO— —LAB WET WT. DRY WT. 3 4 7 MOIST. M N SP. GR. ROCK .. WET WT. ROCK DRY WT. ROCK WET WT. AT COMPACTION WET WT. - i .S DRY WT. - 4 TOTAL DRY WT. DRY WT. COMP. SPEC. % ROCK CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA __ MOLD N0. 1 2e 2 3 4 01 INITIAL WT. SPECIMEN O -p P WET WT. AT COMPACTION .S Z Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD_ �JS� d r o ✓21_ S _ HT. COMPACTED SPECIMEN -I , QCj T WET DENSITY 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 - L = K - (100% +N) Q = 0 - (I00�, + N) SM. RING _.1667 .014_3 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F • 140 I B� METHOD A ❑ B P0 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY ° / Z 6 13 c3 MOISTURE �r RC = J % TENT. RC = % SPECIFICATION: NL —% ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) —7 MAT IA LS ENGINEER /3011 -e 3.t RELATIVE COMPACTION ❑ Preliminar tests prior COUNTY OF ORANGE to award or contract. ROAD DEPARTMENT Material Testing Section TEST GNO. C— /(O� FIELD NO. RELATIVE COMPACTION CONT NO. OR Control tests on IW.O. OR P.O. OR ARFP) materials actually Lf1LI(_K . entering into works. zme DATE REPTD. If contract, use contract item PROJECT ' / /Z3 -/S AGENCY C`�n/Ett'f /.� ��•; !? _ RESIDENT ENGINEER (INSPECTOR) /-%G /t/ �l�•Y�/ ::UV CONTRACTOR N /AL /GEIZ SEND REPORT T CONSTRUCTION ❑ AGENCY F� MAINTELNA NCE� SUED. ❑ PERMITS ❑ LOCATION %�d le 3 RT LT OF rL STA i ^-i �v0 REPRESEN71NG LIMITS TYPE MATERIAL iiL), DEPTH S t TO BELOW FINISHED GRADE DATE -7- �'� TESTED BY: sodw _ IN_PLACE DENSITY A INITIAL WT. TEST SAND % B WT. SAND RETAINED N C WT. SAND USED WET WT. ROCK 01 DRY WT. ROCK DI T EST SAN D DENSITY____ DRY WT. - 3 —El - VOLUME SAND USED F1 VOLUME CONE + RING l?f /lj G VOLUME TEST HOLE HIWT. EXC. SAMPLE +TARE Q R % MOISTURE , I TARE WEIGHT 6 J _,- WET WT. EXC. SAMPLE e Q K WET DENSI TY IN PLACE _ L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT - r - DRY WT. '7 MOIST. j ml .4,29 N SP. GR. ROCK L. WET WT. ROCK 01 DRY WT. ROCK WET WT. - ? 4 DRY WT. - 3 P TOTAL DRY WT. % ROCK CORR.MAX.DENSITY Q REMARKS: F 3 C — ? 3 "+� Test Method Calif. 216 -F i B— 140 130 11[47 METHOD A ® B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY J . MOISTURE % TENT. RC = %4 SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • BY RESIDENT ENGINEER (CITY ENGR.) MAT IALS ENGINEER 130„_,3.1 RELATIVE COMPACTION • MAXIMUM DENSITY RATHOLE DATA MOLD N0. 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 — L =K +1100% +N) Q =O +(100 % +N) SM. RING _.1667 .0143 .1810 R = (P —Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: F 3 C — ? 3 "+� Test Method Calif. 216 -F i B— 140 130 11[47 METHOD A ® B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY J . MOISTURE % TENT. RC = %4 SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • BY RESIDENT ENGINEER (CITY ENGR.) MAT IALS ENGINEER 130„_,3.1 RELATIVE COMPACTION ❑Preliminary tests prior to award o contract. f s r i® Control tests,on - -materials actually . .: antaring into works. PROJECT ?j RESIDENT EN jjUR (INS PEC SEND REPORT TO: . GONSTR LOCATION /aU REPRESENTING LIMIT TYPE MATERIALS r . DATE IN PLACE DENSITY 7A.INITIAL WT. TEST. SAND LAS B WT. SAND RETAINED 1 C WT. SAND ,,r- ' 6. `7o MOIST. _USED TEST ST SAND DENSITY 7fi7 E VOLUME SAND USED_ C F _ VOLUME CONE + RING _S_ / GI VOLUME TEST HOLE / H WT. EXC. SAMPLE + TARE - I TARE WEIGHT J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section EIATIVE COMPACTION I(,coatract, use contract item ION ❑ TESTED TEST 140 — _ FIEC :ND CO T. NO OR (w.O.OR DATE REPTD. ,�- MAINTENAI CE Q UEiD. ❑ - PERMITS ❑' RT` 'T OF rL STA /9 'f �G DEPTH q TO y BELOW FINISHED GRADE i METHOD A MOISTURE SAMPLE • FIELD LAS _ WET WT. Q 1 DRY WT. F539 4 `7o MOIST. M 7fi7 N SP. GR. ROCK C WET WT. ROCK WET WT. AT COMPACTION DRY WT. ROCK -., WET WT. - -,� DRY WT. - DRY WT. COMP. SPEC. T07AL ORY ", ' % ROCK CORR.MAX.DENSITY r 1 ] i Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) RELATIVE: ' •Da11 d3r1 _v 3b+A�.: "u 1 B ❑ BILLING WILL BE MADE AT END OF MONTH BY il/ yA�E LS ENa1NEER .. COMIPACT'ON • - 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 = 1 .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 1 ] i Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) RELATIVE: ' •Da11 d3r1 _v 3b+A�.: "u 1 B ❑ BILLING WILL BE MADE AT END OF MONTH BY il/ yA�E LS ENa1NEER .. COMIPACT'ON - ❑. Prelimi nor tests prior COUNTY OF ORANGE to award o % contract_ ROAD DEPARTMENT g Material Testing Sectlei Tli Control tests on .. materials actually ' lentering into works. PROJECT I. RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION ❑ LOCATION r' ^+ 1ei + + r &-r'4' � ml: TPRE Y S ��G LIMI�TS�_ TYPE DATE. TESTED IN PLACE DENSITY A INIT_ IAL WT. TEST SAND .1 BI WT. SAND RETAINED ! C _ WT. SAND USED 4 - D TEST SAND DENSITY ., ,, E _F VOLUME SAND USED_ P VOLUME CONE + RING _ Z, b G VOLUME TEST HOLE H WT. EXC. SAMPLE + TARE I TARE WEIGHT - J WET WT. EXC7 SAMPLE _ -L K WET DENSITY IN PLACE - 'c L DRY DENSITY IN PLACE O 66l - COMPACTION tse aentmct item - AGENCY MAIN 11 -- EPTH. MET - - -" MOISTURE W K1PLE FIELD LAS WET' DRY WT. .._-;,.. I MOIST. SR GR. ROCK - -- WET WT. ROCK - - DRY WT. ROCK - -DRY WT. - $ TOTAL DRY W.T. - % ROCK CORR.MAX.DENSITY REMARKS: Test Method Calif. ❑. kT MR RM1'TS ❑ TA !L2 I FINISHED GRADE i I METHOD A ❑ B SUMMARY 000RD WHOLE NUMBERS IN RLACE OPT. - �.. DENSITY : / S J 14 0 MOISTURE 3 °iu O L RG x TENT. RC = % r n 1 C D SPECIFICATION: NL_% �{ 1' _ 5 I L ❑ BILLING WILL BE MADE AT END OF MONTH JAN 10 1969 PUBLIC WORKS DEPT, BY RESIDENT ENGINEER (CITY ENGR.) MATER 5 ENGINEER I y rsotldD: ;. RELATIVE COMPACTION • MAXIMUM DENSITY RATHOL;E DATA MOLD NO. 1N.M. 2W.,lIL -_ - ` 3 4 - 01 INITIAL WT. SPECIMEN DO * 1 - uov P WET WT. AT COMPACTION _ Z, b ' O..n-: '"546 Q DRY WT. COMP. SPEC. _ - R % MOISTURE - F kGL 1> Zola 2 • els - CONDITION OF MOLD _ O 66l - >?v+q {,� 'Dr�q -_ S ,HT. COMPACTED SPECIMEN to, Z9 _ Id A4 2 to, 2 T WET DENSITY 13$ -, - -.- 5, j l - 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 1 .1667 1 - L = K _ (100 ; +N) Q = 0 = 1100q + N) SM. RING `,0{ 43 ..0302 -.1810 R = (P -Q) - Q V = FACTOR x Q _ S. LG. RING ., I .1 969 REMARKS: Test Method Calif. ❑. kT MR RM1'TS ❑ TA !L2 I FINISHED GRADE i I METHOD A ❑ B SUMMARY 000RD WHOLE NUMBERS IN RLACE OPT. - �.. DENSITY : / S J 14 0 MOISTURE 3 °iu O L RG x TENT. RC = % r n 1 C D SPECIFICATION: NL_% �{ 1' _ 5 I L ❑ BILLING WILL BE MADE AT END OF MONTH JAN 10 1969 PUBLIC WORKS DEPT, BY RESIDENT ENGINEER (CITY ENGR.) MATER 5 ENGINEER I y rsotldD: ;. RELATIVE COMPACTION nt-.I Preliminary tests prior COUNTY OF ORANGE - 4� eo awadof contract. ROAD DEPARTMENT Material Testing See Coontrrol testi �,;j .;. _;:. RELATIVE CO PA'CTION entering into works. 1 J \ i • of contract, use capffact item PROJECT . /1;r - RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION LOCATION ' i REPRESENTING LIMITS TYPE MATERIAL 'i�'. -5. >C ^ "�'� n DATE / ?3 —�0 ��' z TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND LAB Ell WT. SAND RETAINED 1' C WT. SAND USED - D TEST SAND DENSITY N E VOLUME SAND USED g F VOLUME CONE+ RING DRY WT. ROCK G VOLUME TEST HOLE n 3 H WT. EXC. SAMPLE +-TARE / I TARE WEIGHT J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE Y C Q MAIN METH '. MOISTUR: PLE • FIELD LAB WET WT, t .I - -� 1' DRY WT. 3 - " - M01$T' INITIAL WT. SPECIMEN N SP. GR. RO - r. - - WET WT. ROCK WET WT. AT COMPACTION' DRY WT. ROCK Q WET WT. —a DRY DRY WT. COMP. SPEC. TOTAL DRY WT.. % ROCK. CORR.MAX.DENSITY % MOISTURE REMARKS: Test Method Calif. 216 -F 1 B RT`LT OF CL STA BELOW FINISHED GRADE METHOD. A ❑ B R96SUMMARY AD WHOLE NUMBERS 3 %'IN OPT. PLACE DENSITY / '-' //z MOISTURE 4 ° E RC = 9% % TENT. RC = % SPECIFICATIt.)N: NL,% • _ MAXIMUM DENSITY. RATHOLIE DATA MOLD NO. 1' 2 3 4 0 INITIAL WT. SPECIMEN 2.400,1 z2(lLn Al- ' r. - - P WET WT. AT COMPACTION' Q { Q DRY WT. COMP. SPEC. "'- R % MOISTURE - - °ln CONDITION OF MOLD Over S HT. COMPACTED SPECIMEN 'l -00 T WET DENSITY ill 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 B RT`LT OF CL STA BELOW FINISHED GRADE METHOD. A ❑ B R96SUMMARY AD WHOLE NUMBERS 3 %'IN OPT. PLACE DENSITY / '-' //z MOISTURE 4 ° E RC = 9% % TENT. RC = % SPECIFICATIt.)N: NL,% ❑ BILLING WILL BE MADE AT END OF MONTH" . RESIDENT ENGINEER (CITY ENGR ) BY MATE AL5 6NGINFER. F3011-�3 1 RELATIVE COMPACTIO N r. - - . ., ❑ Preliminary tests prior - COUNTY,O- :ORANGE A. to sword of contract. ROAD DE ENT . Material Testection ® RELA HE COMFA Control tests an .materwkacMollT - If contract, use contract "iffier . P:20JECT' _, . 4 'AG._NCY G� /f �'.G;rG.fi��T;..0 .RESIDENT ENGINEER (INSPECTOR) .,. "� CONTRACTOR T SEND REPORT TO: CONSTRUCTION ❑ A MA NTENANCE .❑ SUBD: ❑ PERMITS ❑ - - LOCATION ��� "t% cCE RT LT OF STA.� REPRESENTING LIMITS t— TYPE MATERIAL 1y��� DEPTH �• y TO Z-J �r BELOW FINISHED GRADE 'r , GATE � —' R ^� % TESTED BY: ,. IN PLACE [TENSITY A INITIAL WT. TEST SAND LAB BI WT. SAND RETAINED / -� C1 _ WT. SAND USED �, SO.'. D TEST. SAND DENSITY ' a4 94�t E VOLUME SAND USED WET WT. ROCK' F VOLUME CONE + RING :. 5 G VOLUME TEST HOLE I L L H- WT. EXC. SAMPLE + TARE 7 J'', I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 2 L _ DRY DENSITY IN PLACE ''*METHOD A MOISTUH, MPLIE MAXIMUM DENSITY RAT HOLE DATA -..: FI ',::::..p LAB WET WT. 2''$- .::n.:. DRY WT. O INITIAL WT. SPECIMEN % MOIST. I.Mr I N SP. GR. ROCK` P WET WT. ROCK' %. DRY WT;VCK'i"' . WET WT. Q DRY WT. - - TOTAL DRY W. % ROCK. R CORR.MAX.DENSITY REMARKS: ■o11m�0� ■ommmoo■ ■onamm ®0 ■lrsmsn■ 19:11:1 ■E■ ! common ■ ■MM�wn■ ■omminso ■Ifs■ ■tam ■omonso! ■ownso! ■manor■ ■�N�ifY Lwon in Test Method Calif. 216•F K r. l! ' t JAN 1# 1969 ❑ BILLING WILL BE MADE AT END OF MONTH WORD DEPT.. 0 PUBLIC BY MASER IAL NGINE ER RESIDENT ENGINEER (CITY ENGR.) RELATIVE 01 AVION WE ,TV40D A ❑ B. MAXIMUM DENSITY RAT HOLE DATA -..: SUMMARY MOLD N0. 1 5 2''$- .::n.:. 4 O INITIAL WT. SPECIMEN MOISTURE RC= % TENT. RC = P WET WT. AT COMPACTION %. Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION 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= (1000 +N) Q, =O= (1.00 % +N) SM. RING .0143 .1810 R = (P-Q) _ Q V'= FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: ■o11m�0� ■ommmoo■ ■onamm ®0 ■lrsmsn■ 19:11:1 ■E■ ! common ■ ■MM�wn■ ■omminso ■Ifs■ ■tam ■omonso! ■ownso! ■manor■ ■�N�ifY Lwon in Test Method Calif. 216•F K r. l! ' t JAN 1# 1969 ❑ BILLING WILL BE MADE AT END OF MONTH WORD DEPT.. 0 PUBLIC BY MASER IAL NGINE ER RESIDENT ENGINEER (CITY ENGR.) RELATIVE 01 AVION WE ,TV40D A ❑ B. SUMMARY RE WHOLE NUMBERS 1N OPT.. PLA'CH:' DENSITY MOISTURE RC= % TENT. RC = % SPECIFICATION: NL_ %. [ ❑Preliminary tests prior COUNTY OF ORANGE to award o! contract. r ROAD DEPARTM , .' Material TQ#t11 $ �r. Control tests, RELOVE Cu TION`' i� materwls actuo • entering rnto works. ' If contract use contract item PROJECT �n %i5lA%k%oJCT - /.. AGENCY• RESIDENT ENGINEER (INSPECTOR) `t A:A C" A Q CONTA .SEND REPORT T0: CONSTRUCTION ❑ fv (�, MAINTENANCE LOCA TIO N �"V 114 E_.,'. t/ /ice / -1- REPRESENTING LIMITS TYPE MATERIAL At DEPTH I DATE TESTED BY: —P A map.,.,... IN PLACE DENSITY Al _ INITIAL WT. TEST SAND LAS BI WT. SAND RETAINED p C _ WT. SAND USED i D TEST SAND DENSITY E VOLUME SAND USED _ - -.�$ F VOLUME CONE +RING G VOLUME TEST HOLE #TRY WT. — a HIWT. EXC. SAMPLE + TARE - ; 3 d, I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE _ K WET DENSITY IN PLACE L DRY DENSITY IN PLACE METHO MOISTURE SA W E • FIELD LAS WET WT.. MOLD. NO. 1 DRY WT._ 3 - MOIST. INITIAL WT. SPECIMEN SP. GR. ROCK- WET WT. ROCK P DRY WT. ROCK WET WT.— a #TRY WT. — a Q TOTAL DRY WT. - %s ROCK:...:;�'.A. CORR.MAX.DENSITY ` -- REMARKS: Test Method Calif. 216 -F • FINISHED GRADE METHOD A ❑ B SUMMARY RECORD. WHOLE NUMBERS IN OPT. PLACE DENSITY iZS MOISTURE0 RC = % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH B.Y • MAXIMUM DENSITY RATHQLE DATA MOLD. NO. 1 2'° 3 4.. 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. - •.;',.,:. R %, MOISTURE -/ i.0 CONDITION OF MOLD S HT. COMPACTED SPECIMEN 10,44 T WET DENSITY 3 I 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= (1.00 % +N) SM. RING .0143 .1810 R = (P-Q) _ Q 'V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • FINISHED GRADE METHOD A ❑ B SUMMARY RECORD. WHOLE NUMBERS IN OPT. PLACE DENSITY iZS MOISTURE0 RC = % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH B.Y i ❑Preliminaryy tests prior to award of contract. Control tests on materials actually entering into works. PROJECT A,(E LA) poT- RESIDENT ENGINEER (INSPECTO SEND REPORT TO: CONSTRUC' LOCATION T.,J�U l A11= REPRESENTING LIMITS TYPE MATERIAL /12 '� GP DATE / 143 — 1 IN PLACE DENSITY A INITIAL WT. TEST SAND WET WT. DRY WT. B WT. SAND RETAINED MOIST. M C WT. SAND USED z7 -_ 'b - D TEST S DENSITY AND ). -E-VOLUME SAND USED WET WT. AT COMPACTION F VOLUME CONE + RING D GI VOLUME TEST HOLE ;I ID 22 H WT. EXC. SAMPLE + TARE 9 1 TARE WEIGHT , C-) J WET WT. EXC. SAMPLE a K WET DENSITY IN PLACE 2 L _ DRY DENSITY IN PLACE- COUNTY OF ORANGE ROAD DEPARTMENT Ilifu ►iil Taefine Cowers L ' MAINTENANCE ❑ SU BD. ❑ PERMITS ❑ c J= RT LT OF (L STA ,1 2 -1-'C C: t� TO 2 f BELOW FINISFIIV6RADE METHOD A MOISTURE SAMPLE FIELD LAB WET WT. DRY WT. 1 L 2t "r-- MOIST. M N - SP. GR. ROCK INITIAL WT. SPECIMEN WET WT. ROCK DRY WT. ROCK WET T. — a WET WT. AT COMPACTION Of W 0' TOTAL DRY WT. - :.,:; %ROCK - CORR. MAX. DENSITY REMARKS: Test Method Calif. 216 -F 1140 [- LA METHOD A ❑ B SUMMARY RECORD WHOLE .NUMBERS, . IN OPT. PLACE DENSITY. ,`' ,''izr 13 7 MOISTURE % TENT. RC SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • By RESIDENT ENGINEER (CITY ENGR.) ' Z MATERIA ENGINEER r3011 -83.1 RELATIVE . MAXIMUM DENSITY RATHOLE BATA .MOLD NO. 1 L 2t "r-- 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION 0' Q _ DRY WT. COMP. SPEC. - R - % MOISTURE - CONDITION OF MOLD eC y - C& S HT. COMPACTED SPECIMEN I O. ' T WET DENSITY -DRY DENSITY ' 'CONV. FACTOR =0.592 FACTOR x = 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 = O = (100% + N) - .SM. RING 01 .43 .1810. R - (P-Q) _ Q V = FACTOR x Q - S LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F 1140 [- LA METHOD A ❑ B SUMMARY RECORD WHOLE .NUMBERS, . IN OPT. PLACE DENSITY. ,`' ,''izr 13 7 MOISTURE % TENT. RC SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • By RESIDENT ENGINEER (CITY ENGR.) ' Z MATERIA ENGINEER r3011 -83.1 RELATIVE ❑ Preliminarj tests prior COUNTY OF ORANGE to award o contract. ROAD DEPARTMENT ' Material Testing Section TEST�NO. C- / ao FIELD NO. M.G. NO .OR RELATIVE COMPACTION O ` T Control tests on CON R P.O. OR AHF PI materials actually „1 •) ^t entering into works. k n, ` DA T EPT D. ' '' �� I� $ Lt U --2 5 � If contract, use contract item PROJECT � Le e T nt' ( �4 AGENCY / C •M RESIDENT ENGINEER (INSPECTOR) 13rric e Rlyffarel C6NTRACTOR t.> 0, ) /7 SEND REPORT TO: CONSTRUCTION ❑ OUIDE AcTSencr MAINT�NA NCE ❑ SUBD. ❑ PERMITS El LOCATION rl'1!IP,1?: ?��'al �'�1- RT LT OF CL STA / -2 -tSy REPRESENTING LIMITS TYPE MATER JAI DATE 1"' ` _ IN PLACE DENSITY A INITIAL WT. TEST SAND _ 4 2 B WT. SAND RETAINED 1 /4-70 C WT. SAND USED 7.3..1 t1 D TEST SAN DENSITY L c,G E VOLUME SAND USED DRY WT. - F VOLUME CONE + RING I G VOLUME TEST HOLE I In 'rn H WT. EXC. SAMPLE I TARE WEIGHT %MOISTURE J WET W VT. EXC. SAMPLE _ K WET DENSITY IN PLACE __ CONDITION OF MOLD L DRY DENSITY IN PLACE DEPTH /71 TESTED BY METHOD A MOISTURE SAMPLE FIELD LAB WET WT. 117 ,w1. ' MOIST.J MST. N SP. GR. ROCK O WET WT. ROCK p 4 O DRY WT. ROCK % WETWT. - ; P DRY WT. - TOTAL DRY WT. % ROCK Q CORR.MAX.DENSITY ' MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD NO. 117 ,w1. 2i. tit. 3 4 O INITIAL WT. SPECIMEN p 4 O � < Otis % TENT. - P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE _ CONDITION OF MOLD ca �;;., :.�� OV C CL S HT. COMPACTED SPECIMEN , \ O, k O So T WET DENSITY = --�.(o ! \.� S• 3 VI 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 - L =K +(100^: > +N) Q =O= (100 % +N) SM. RING _.1667 .0143 .1810 1 R = (P -Q) = Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F r F1V ED JAN 141969 PUBUC WORKS ULPI. 140 120 I B- LOW FINISHED GRADE METHOD A ❑ B B SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY «- 3 MOISTURE RC % TENT. - % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT ENO OF MONTH BY �V RESIDENT ENGINEER (CITY ENGRJ MATER) 5 ENGINEER 5501123.1 RELATIVE COMPACTION "_�� ENGIN€fBJNd OtFT1 ��/ qo Preliminary tests prior C COUNTY OF ORANGE _ FIELD NO. L L_ Control tests on R RELATIVE COMPACTION W W.0. A P OR OR A ANF P) If contract, use contract item DATE REPTO. �^I T I AGENCY RESIDENT ENGINEER (INSPECTOR)JLll.ir.�/�71✓ C CONTRACTOR (AA SEND REPORT TO: CONSTRUCTION ❑ ❑ AGENC E AGENCY � MAINTENANCE ❑ SUBD. ❑ ❑ PERMITS ❑ REPRESENTING LIMITS TYPE MATERIAL ALE D DEPTH .S TO 6- BELOW FINISHED GRADE DATE / - C., • G it TESTED B BY: -V� IN PLACE DENSITY_ A INITIAL WT. TEST SAND B WT. SAND RETAINED C WT. SAN D_USED D TEST SAND_D E_N Z E VOLUME SAND USED F VOLUME CONE + RING /0 GI VOLUME TEST HOLE 0% HIWT. EXC. SAMPLE + TARE I TARE WEIGHT 2 s� J WET WT. EXC. SAMPLE Q K WET DENSITY IN PLACE L DRY DENSITY M PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT.� DRY WT. - - - - -� - 1. MOIST_ M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT. - a DRY WT. - :� TOTAL DRY WT. %, ROCK CORR.MAX.DENSITY • _,__ MAXIMUM DENSITY RATHOLE DATA MOLD N0. 1 2 3 4 O INITIAL WT. SPECIMEN 9Ai& 0 I Z /Op P WET WT. AT COMPACTION _ 2-327 Q DRY WT. COMP. SPEC. R % MOISTURE / - Z ° CONDITION O_F MOLD__ c ol/Qe_ G S HT. COMPACTED SPECIMEN zo= 14141& 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 0 i i B- METHOD A ❑ B SUMMARY .RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IZ�o a MOISTURE 4� ?® P: RC = _�.L % TENT. RC - % SPECIFICATION: NL_%a K BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) MAT AIALS ENGINEER F30;1 -D3.% RELATIVE COMPACTION METHOD A MOISTURE SAMPLE FIELD LAB WET WT.� DRY WT. - - - - -� - 1. MOIST_ M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT. - a DRY WT. - :� TOTAL DRY WT. %, ROCK CORR.MAX.DENSITY • _,__ MAXIMUM DENSITY RATHOLE DATA MOLD N0. 1 2 3 4 O INITIAL WT. SPECIMEN 9Ai& 0 I Z /Op P WET WT. AT COMPACTION _ 2-327 Q DRY WT. COMP. SPEC. R % MOISTURE / - Z ° CONDITION O_F MOLD__ c ol/Qe_ G S HT. COMPACTED SPECIMEN zo= 14141& 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 0 i i B- METHOD A ❑ B SUMMARY .RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IZ�o a MOISTURE 4� ?® P: RC = _�.L % TENT. RC - % SPECIFICATION: NL_%a K BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) MAT AIALS ENGINEER F30;1 -D3.% RELATIVE COMPACTION • _,__ MAXIMUM DENSITY RATHOLE DATA MOLD N0. 1 2 3 4 O INITIAL WT. SPECIMEN 9Ai& 0 I Z /Op P WET WT. AT COMPACTION _ 2-327 Q DRY WT. COMP. SPEC. R % MOISTURE / - Z ° CONDITION O_F MOLD__ c ol/Qe_ G S HT. COMPACTED SPECIMEN zo= 14141& 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 0 i i B- METHOD A ❑ B SUMMARY .RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IZ�o a MOISTURE 4� ?® P: RC = _�.L % TENT. RC - % SPECIFICATION: NL_%a K BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) MAT AIALS ENGINEER F30;1 -D3.% RELATIVE COMPACTION REMARKS: Test Method Calif. 216 -F 0 i i B- METHOD A ❑ B SUMMARY .RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IZ�o a MOISTURE 4� ?® P: RC = _�.L % TENT. RC - % SPECIFICATION: NL_%a K BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) MAT AIALS ENGINEER F30;1 -D3.% RELATIVE COMPACTION RECFIVFO JAN 9' 1969 PUBLIC ftthb DEPT. ❑Preliminary tests prior to award of contract. Control t 02's - � .0 te'w . .L RE • entering a ws. PROD CT COUNTY OF ORANGE ROAD DEPARTMENT daterial Testing Section TE FIJ cc OVE C01A PACTIOW.Om "'3 2A -contract, use cont rite, REStp 6" 'CONTRACTOI ENGINEER (INSPECTOR) ON 11 A"GENZINN MAINTENANCE U LOCATIVE �L REPRESENTING LIMITS TYPE MATERIAL DEPTH DATE -TESTED BY., IN PLACE DENSITY A I N I T I W T JEST SAND 4 O 3 WT. SANS TAINED WET WT. C WT. SAND 61W 2 8, 1) TEST SAND OWSITY I? WET WT, AT COMPACTION VOLUME SAND USED 2- F VOLUME CONE + RING 9 Gj VOLUME TEST HOLE HjWT. EXC. SAMPLE + TAAF DRY WT. ROCK '•" I ]TARE WEIGHT 2, _V J IWET WT. ER. _SAMP_LE_ DRY WT. — 4 3 KIWET DENSITY IN PLACE TOTAL DRY WT. L ORY DENSITY IN PLACE 0/, ROCK MO�WD A MOISTURE SAMPLE MOLD NO. 1 FIELD 3 LAS WET WT. 1 INITIAL WT. SPECIMEN DRY WT. PI WET WT, AT COMPACTION " MOIST. SP. GR. ROCK_ 2,60 WET WT. RO%;_,-. c�, 70 DRY WT. ROCK '•" % MOISTURE WET WT. 0 DRY WT. — 4 3 CONDITION OF MOLD o -7 TOTAL DRY WT. 0/, ROCK /(0 CORR.MAX,DENSITY I /4-Z- dAjA,977- MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 0 1 INITIAL WT. SPECIMEN PI WET WT, AT COMPACTION DRY WT. COMP. SPEC: R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY y DRY DENSITY ij 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 L = K _ (100% + N) Q = 0 . (1.00% + N) W. RING R = (P-Q) - Q V = FACTOR x Q + S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216-F in JBD. U PERMITS U pF _� STA /2"70 METHOD A f$ B ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE I OPT� DENSITY 147 14Z. MOISTURE 5- ff RC % I TENT. RC ISPECIFICATION: NL_% Preliminary tests Prior to award of contract. ft} GpMrai It sli"W'V, - yAl..mat /nols actually COUNTY OF ORANGE ROAD DEPARTMENT L6q9 lateffal Testing Section TESTlVO. entering into works. /' "DATE REPTD. If contract, u>�"' . Rein " _ a ..PROJECT G' ZZZ,�- �.. A. ~.,. 'y`�/Ul!/ /�yr7' i�d�1Cli R iDENT ENGINEER (;INSPECTOR) x!!11 /2a!_!a //V Co CONTRACTOR k/�i� iSAT% i SEND REPORT TO CONSTRUCTION ❑ AGENCr ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION 2 ' Q V� 7n / R'( OF'(. STA RE.PWS,ENTING LIMITS - I TYPE MATERIAL ,[Y'EATH .7 t� TO �2 BELOW FINISHED GRADE , DATE — -7 TESTED .- REMARKS: G.eMk i/P ;ACX 84TUL�iTEIJ Test Method Calif. 216 -F i 9� METH_QO A 1, B ❑ SUMMARY RECOR~LE NUMBERS PLACE` -�:. - - DENS] TY I MOISTURE �47 RC 6 % TENT. RC = % SPECIFICATION: NL_% ❑.BILLING WILL BE MADE AT END OFlVRJNTH Ely RESIDENT ENGINEER (CITY ENGR.) 'MA TAR +A +clNeet �, • _ . Fiat; 83.1 RELATIVE COMPACTIO �, : I IN PLACE DENSITY METHOD A MOISTURE�SAMPLE Al _ INITIAL WT .TEST SAND S' BI WT. SAND RETAINED .-r FteLD;„ .LAB C WT. SAND USED WET WT. AT COMPACTION .WET WT. D TEST SAND DENSITY DRY WT. COMP. SPEC. DRY WT. E _ VOLUME SAND % MOIST. M ?/ `:'N F _USED_ VOLUME CONE + RING / /o SP. GR. ROCK G VOLUME TEST HOLE "..:, 3 WET WT. ROCK 2, 70 1 H WT. EXC. SAMPLE +TARE WET DENSITY DRY �WT. ROCK`.;. I TARE WEIGHT . " %� " (pr WET WT. - i 2O J WET WT. EXC. SAMPLE DRY FACTOR x Q = K WET DENSITY IN PLACE E= C= D TOTAL ORY iNT. / ' 2_ L _ DRY DENSITY IN PLACE / % ROCK Z44 lye - L= K= (100 % +N) Q =O= (100 % +N) CORR.MAX.DENS1W .0143 REMARKS: G.eMk i/P ;ACX 84TUL�iTEIJ Test Method Calif. 216 -F i 9� METH_QO A 1, B ❑ SUMMARY RECOR~LE NUMBERS PLACE` -�:. - - DENS] TY I MOISTURE �47 RC 6 % TENT. RC = % SPECIFICATION: NL_% ❑.BILLING WILL BE MADE AT END OFlVRJNTH Ely RESIDENT ENGINEER (CITY ENGR.) 'MA TAR +A +clNeet �, • _ . Fiat; 83.1 RELATIVE COMPACTIO �, : I 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: G.eMk i/P ;ACX 84TUL�iTEIJ Test Method Calif. 216 -F i 9� METH_QO A 1, B ❑ SUMMARY RECOR~LE NUMBERS PLACE` -�:. - - DENS] TY I MOISTURE �47 RC 6 % TENT. RC = % SPECIFICATION: NL_% ❑.BILLING WILL BE MADE AT END OFlVRJNTH Ely RESIDENT ENGINEER (CITY ENGR.) 'MA TAR +A +clNeet �, • _ . Fiat; 83.1 RELATIVE COMPACTIO �, : I Preliminary tests 'prior to award o1 contract. L Control tests an O matwials actual[ - n • entering into works. - I PROJECT r'-,l~(,2 j " 16 - RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO:: / CONSTRUCTION I LOCATION l `� 14 v " REPRESENTING LIMITS - COUNTY OF ORANGE ROAD DEP RTMENT Material Tesr $ection TEST ant -NO: o E COMPACTION r r.. . -bA TE'REPT .t, use contract item AGENCY I TYPE MATERIA DEPT#. DATE-_ TESTED BY: IN PLACE DENSITY iA _ INITIAL WT. TEST SAND _ 'J j S1 WT. SAND RETAINED 3 C1 WT. SAND USED - D TEST SAND DENSITY N E _ VOLUME SAND _USED _ WET WT. ROCK F1 VOLUME CONE + RING _ ` - G VOLUME VOLUME TEST HOLE DRY WW - - EXC. SAMPLE +TARE Z' 9 1 TARE WEIGHT Zr T WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L _ DRY DENSITY IN PLACE 13 ;ONTRAGTOR_1tVY'L^fCL"� ;{ �i tom► � - - OANCE�0- UBD. ❑ PERMITS ❑ -'- RT T� OF (L STA �7 >G O/O it TO BELOW FINISHED GRADE Ic I METHOD A - MOISTURE SAMPLE - - FIELD LAB - WET WT:- O 3 4 O - `�, MOIST. - -`- _ N SP. GR. ROCK P WET WT. ROCK _ DRY WT. ROCK _ ` - WET WT. - e Q. DRY WW - - TOTAL,DRY'WT. - `o ROCK, R CORR.MAX:UENSITY ¢3 Cy • MAXIMUM DENSITY RATHOLE"WMTA _ 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 ICON E +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 iii METHOD A B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY - 14-0 .=307. MOISTURE- (0L '1670 RC =_JCL % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR) / IdATERt S ENGINEER nollesa RELATIVE COMPACTION _ IN PLACE DENSITY A INITIAL WT. TEST SAND B WT. SAND RETAINED Pre1J.0ry tests prior COUNTY OF ORANGE WT. SAND USED to award of cont,oOt. ROAD DEPARTMENT s/D�9 �a .. z Material Testing Section TEST NO. C— 8 F, G FIELD NO. ❑ COntr011l Sf8 On RELATIVE COMPACTION EXC. SAMPLE + TARE TOTAL DRY WT. OR HFPI materials actually DRY WT. COMP. SPEC. J WE7 WT. EXC. SAMPLE ¢Z 4—/<, entering into works. 1 InA ( LN5. % MOISTURE If contract, use contract item DATE REPTD. �(e �r PROJECT_MAYO&A /S 112 3- AGENCY G //NE WPae7 73E AC 111 RESIDENT ENGINEER (INSPECTOR) CONTRACTOR OU151D SEND REPORT TO" CONSTRUCTION ❑ OUTSIDE MAINTENANCE ❑ SUED. El ❑ LOCATION r6en/ROCK C,2 -NG6 RT LT OF CL STA REPRESENTING LIMITS T TYPE MATERIAL '4 "e. DEPTH TO BELOW FINISHED GRADE ()ATE TESTED BY: Pc_: ::- E AJ _ IN PLACE DENSITY A INITIAL WT. TEST SAND B WT. SAND RETAINED _ MOLD N0. C WT. SAND USED . MOIST. D TEST SAND DENSITY INITIAL WT. SPECIMEN E VOLUME SAND USED -_ VOLUME CONE +RING F, G I VOLUME TEST HOLE WET WT. AT COMPACTION HIWT. EXC. SAMPLE + TARE TOTAL DRY WT. I TARE WEIGHT DRY WT. COMP. SPEC. J WE7 WT. EXC. SAMPLE 1 K L WET DENSITY IN PLACE DRY DENSITY IN PLACE t % MOISTURE METHOD A MOISTURE SAMPLE FIELD WET - W T. LAB _ MOLD N0. DRY' WT. S/ . MOIST. N SP. GR. ROCK INITIAL WT. SPECIMEN WET WT. ROCK cd 0 DRY WT. ROCK TENT. RC = WET WT. - ? s WET WT. AT COMPACTION DRY WT. 4 TOTAL DRY WT. `yo ROCK DRY WT. COMP. SPEC. CORR.MAX.DENSITY 2344- . MAXIMUM DENSITY RATHOLE DATA SUMMARY _ MOLD N0. 1 2 3 4 01 INITIAL WT. SPECIMEN p 41 cd 0 TENT. RC = P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. 2. (0 2344- 1 R % MOISTURE CONDITION OF MOLD •iii, undo S _ HT. COMPACTED SPECIMEN Q. T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = 139948 VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G =E - F K =J =G CONE - L= K= (100':. +N) 0 =0 = (700 % +N) SM.RING _.1667 .0143 .1810 R = IP -Q) _ Q V = FACTOR x Q= S LG. RING .0302 .1969 RFMA RKC- I 0� 110 Af r Test Metbod Calif. 216 -F METHOD A Q B ❑ SUMMARY RECORD WHOLE NUMBERS N PLACE OPT. DENSITY MOISTURE I e&/O RC = TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY l" M4 S GI NEER RESIDENT ENGINEER (CITY ENGR.) TERIA L 13011 -83.1 RELATIVE COMPACTION Preliminory rests prior COUNTY OF ORANGE to awcrd oY contract. ROAD DEPARTMENT Material Testing Section TEST�oC��y/ FIELD NO / —� RELATIVE COMPACTION CO. R P Control tests on lv. N T OR ..5 OR Z.PI materials actually entering into works. !+ DATE REPTD. ' If contract, use contract item PROJECT -Z a - AGE NC Y S�I/-6' RESIDENT ENGINEER (INSPECTOR) Pn4Ti rosv CONTRACTOR amse,'-45-Ae-L 9.Fj ej' SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBO. ❑ PERMITS ❑ LOCAT ION �<F.P.V,C.Fifi .-(/ 'N.G 4Z- Z,%4 -y ay.E RT LT OF ( STA REPRESENTING LIMITS TYPE MATERIAL_ .7-05 10 /3,/- DEPTH -� /!' I/ TO 41 BELOW FINISHED GRADE DATE 1Z -G8 TESTED BY: �• �Sr/� IN PLACE DENSITY A INITIAL WT. TEST SAND B WT. SAND RETAINED DRY WT. C WT. SAND U SED 0 N SP. GR. ROCK D TE ST SAND_DENSITY_ E VOLUME SAND USED WET WT. - n F VOLUME CONE + RING G VOLUME TEST HOLE ROCK H! WT. EXC. SAMPLE + TARE a I TARE WEIGHT O J _ _ _ WET WT. EXC. SAMPLE ___3. K WET DENSITY IN PLACE_ _ L� - L DRY DENSITY IN PLACE - METHOD A MOISTURE SAMPLE _ FIELD LAB - --- DRY WT. -- -- ': MOIST. tM 0 N SP. GR. ROCK ao WET WT. ROCK DRY WT. ROCK WET WT. AT COMPACTIONoa WET WT. - n DRY WT. - i� TOTAL DRY WT. DRY WT. COMP. SPEC. ROCK CORR.MAX.DENSITY • MAXIMUM_ DENSITY RATHOLE DATA _ - MOLD N0. 1,( 2 3 4 0 INITIAL WT. SPECIMEN ao ao P WET WT. AT COMPACTIONoa Q DRY WT. COMP. SPEC. R % M01 STURE CONDITION OF MOLD - S HT. COMPACTED SPECIMEN - G 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 -' (1007; +N) Q = 0 _ (1007 + N) SM. RING .014_3 .1810 R = (P -Q) - Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F PUBLIC WORKS DEPT. • 140 120 i B- METHOD A ❑ B El SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / 5� MOISTURE RC- �7 TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) MAT RIALS ENGINEER ,sot t-33.1 RELATIVE COMPACTION ❑ Preliminary tests prior COUNTY OF ORANGE to award o contract. ✓� ROAD DEPARTMENT Material Testa Stetiea LV Centralltests 11 � y " RELATIAI "_, KTION .. entennq Intaworl�s If contract, us - PROJECT' /3 �'.2ao /�' /�= AG / RESIDENT ENGINEER (INSPECTOR) :i. Rfyar' 1A CO i SEND REPORT TO: CONSTR AGT IDE UCTION ❑ oUT51DE MAINTENA LOCATION REPRESENTING LIMITS TYPE MATERIAL f(. DFI,. Tf DATE — 2J "' �� TESTED.:6Y .,:. - _ __ I MOISTURE SAMPLE. FIELD :LAB WET WT. DRY WT. .`% MOIST. M».; VN SP. GR. ROCK WET WT. ROCK ,. DRY WT. ROCK WET WT. r: TOTAL DRY WT. - TOTAL DRY WT.:: % ROCK CORR. MAX. DEN SVfY 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 O, 5 / T WET DENS( TY / - 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 6 +N) Q = 0 - (100%, +.N) SM. RING .0143 - .1810 - R = (P-Q) - Q V = FACTOR x Q= S LG. RING .0302 - 1 .1969 REMARKS:- 1 esr Mernoa Latir. a o -r RESIDENT ENGINEER (CITY ENGR ) RF.�ATIVE `J METHOD A ❑ B p SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /G -3 0 _,3 MOISTURE / 70 _�/�- RC = �J % TENT. RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE MADE;AT END OF MONTH T I 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 O, 5 / T WET DENS( TY / - 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 6 +N) Q = 0 - (100%, +.N) SM. RING .0143 - .1810 - R = (P-Q) - Q V = FACTOR x Q= S LG. RING .0302 - 1 .1969 REMARKS:- 1 esr Mernoa Latir. a o -r RESIDENT ENGINEER (CITY ENGR ) RF.�ATIVE `J METHOD A ❑ B p SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /G -3 0 _,3 MOISTURE / 70 _�/�- RC = �J % TENT. RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE MADE;AT END OF MONTH T I REMARKS:- 1 esr Mernoa Latir. a o -r RESIDENT ENGINEER (CITY ENGR ) RF.�ATIVE `J METHOD A ❑ B p SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /G -3 0 _,3 MOISTURE / 70 _�/�- RC = �J % TENT. RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE MADE;AT END OF MONTH T I C1 Prelimino� tests prior to award . contract. COUNTY OF ORANGE INITIAL WT. TEST SAND WT. B ROAD DEPARTMENT 01a MOIST. M • WT. SAN6 USED Material Te sting tectis a TEST N ICA Control tests on WET WT. ROCK RELATIVE 10, 1 ON 'Uma-w�', tw.o. OR 0 W H1 materials actually entering,zinto VOLUME CONE +'RING VOLUME TEST HOLE HjWT. works. TOTAL DRY.WT. I DATE REPTO. 12. J lf,contract, U PROJECT WET DENSITY IN PLACE AGE IN C * RESIDENT E. i. (INSPECTOR -ArTC)R CONDITION OF MOLD SEND RE REPORT CONSTRUCTION N �;,z toe SUBIC. MAINTA N 7: acy, 0 ❑ LOCATION EL UL HT. COMPACTED SPECIMEN ---OF (L ST REPRESENTING ING LIMITS-----..n- T YP T e WrIERIAL 11.29.4 ao TO BELOW r DATE TESTED BY:— CONV, FACTOR=0.592 IN PLACE DENSITY Al INITIAL WT. TEST SAND WT. B WT. SAND RETAINED 01a MOIST. M C -5 WT. SAN6 USED SP. GR. ROCK _E_VKUME TEST SAND DENSITY WET WT. ROCK A400 SAND USED 32is F GI VOLUME CONE +'RING VOLUME TEST HOLE HjWT. EXC. SAMPLE + TARE TOTAL DRY.WT. I TARE WEIGHT J WET WT. EXC. SAMPLE * WET DENSITY IN PLACE D- * _ DRY DENSITY IN PLACE METHOD A OlsTURE SAMPLE FIELD LAB WT. -WET DRY W7. 01a MOIST. M CO. 2 SP. GR. ROCK 01 INITIAL WT.. SPECIMEN WET WT. ROCK A400 DRY WT. ROCK P WET WT. DRY WT..,. TOTAL DRY.WT. Q % ROCK CORR.MAX:6 Y REMARKS: Test Method Calif. 216-F 090=00 an am mom on nasal TRADE 01 ..1 m oil on on on no as an mm on an on on N METHOD A 0 B 9V SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 470 074 (dL&- % RC % STPENT. RE66CATION: NL-91 ❑BILLING WILL BE MADE, AT END OF.MONTH BY RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPAC =-R!,ER ENGINEER � 'awn • MAXIMUM DENSITY RATHOLE DATA MOLD NO. C.C,.l CO. 2 4 01 INITIAL WT.. SPECIMEN 4 010 A400 P WET WT. AT COMPACTION 45a Q DRY WT. COMP. SPEC. R % MOISTURE d O-CP. 2 CONDITION OF MOLD glO 100 jLr. S HT. COMPACTED SPECIMEN /1. 0 It 11.0-9 T WET DENSITY 11.29.4 1 1 V DRY DENSITY CONV, FACTOR=0.592 FACTOR x Q VOLUMES, C.F. C= A- B E= C+ D I UNIT ICONE+UNIT G = E - F 'K =J G CONE .1667 L = K - (100 * +TN)_ Q =0- (10017, + N) SM. RING .0143 .1810 R = (P-Q) - Q V = FACTOR x Q+ 5 LG. RING W .1969 REMARKS: Test Method Calif. 216-F 090=00 an am mom on nasal TRADE 01 ..1 m oil on on on no as an mm on an on on N METHOD A 0 B 9V SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 470 074 (dL&- % RC % STPENT. RE66CATION: NL-91 ❑BILLING WILL BE MADE, AT END OF.MONTH BY RESIDENT ENGINEER (CITY ENGR.) RELATIVE COMPAC =-R!,ER ENGINEER � 'awn Preliminary tests prior to award aF contract. Control tests on materials actually entering into works. t COUNTY OF ORANGE.. ROAD DEPARTMENT MateAal Testing Section TEST 68 C G 90,0 FIELD NO " { RE MPACTION w o'aR10. F If` 'use contract item - PROJECT l �.• �.} AGENCY i...C.' �'. !pd g T 432:$0 4/ RESIDENT ENGINEER (INSPECTO* �v. � ' �- C;ONTRhCT6F2 &%r1 L.( VIVO' ri SEND �iE PORT IVO A'TO. CONSTRUCTION � AsENCr C�� MAINTENANCE / ❑:. SUBD�❑ PERMITS ❑ LOCA.T`idN�Qi�- �c"��1 n= l'flSTA REP �' LIMITS TY RIAL AZ 55 DEPT14 T;7 _BELOW BELOW FINISHED GRADE DATE AL 2 69 TESTED BY �! F IN PLACE DENSITY A iNIT1_ AL WT. TEST SAND LAS B WT. SAND RETAINED .1 C WT. SAND USED 4 D TEST SAND_DENSI TY 21 2' 00 E VOLUME SAND USED F VOLUME CONE + RING _ GI VOLUME TEST HOLE H WT. EXC. SAMPLE + TARE - TOTAL DRY WT. I TARE WEIGHT; -, J WET WT. C. SAMPLE TIC46 K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE G 0✓ PiY METHOD A MOISTURE SAMPLE • FIELD, LAS WET WT. MOLD NO. .1 DRY WT. 3 4 .. MOIST. M 21 2' 00 N SP. GR. ROCK WET WT. ROCK WET WT. AT COMPACTION DRY WT. ROCK WET WT. - a DRY WT. -_ -' - TOTAL DRY WT. e, ROCK CORR.MAX.DENSITY % MOISTURE REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) R ,qlATIYE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY //z i2o MOISTURE 36 J' RC = TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH • MAXIMUM DENSITY RATHOL,QYP.ATA MOLD NO. .1 2 12U 3 4 0 INITIAL WT. SPECIMEN 21 2' 00 d P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. e, R % MOISTURE TIC46 CONDITION OF MOLD G 0✓ PiY C'r -It) e 5 HT. COMPACTED SPECIMEN 141 IL9, T WET DENSITY 0. 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 = 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.) R ,qlATIYE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY //z i2o MOISTURE 36 J' RC = TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH ❑Preliminary tests prior - to award a1 contract. Control tests on materials actua 11 entering into wor A COUNTY OF ORANGE' - ROAD DEPARTMENT RELATIVE, CO ACTION'D OR P ORO Pw/ W PROJECT RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION ❑ sloe SID LOCATION 2WD At t REPRESENTING LIMITS TYPE MATERIAL _ 's' DEPTH DATE I2 A TESTED BY: IN PLACE DENSITY Al _ INITIAL WT.TEST SAND LAB Bj WT. SAND RETAINED 3 C WT. SAN D_USED INITIAL WT. SPECIMEN D TEST SAND DENSITY E VOLUME SAND USED_ - F VOLUME CONE + RING DRY WT. ROCK G VOLUME TEST HOLE DRY WT. COMP. SPEC.' H WT. EX C. SAMPLE + TARE TOTAL DRY WT. I TARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L _ DRY DENSITY IN PLACE /j . ' f l . - : e contract item -' s�"" DATE II REPTO. - 20 - a AGENCY &,.✓laa .... �'_ CO4tRX`&TbRV,tAa MAINTENANCE ❑ SUEID.. ❑'. E MI}� S ❑ w 'RT Lt OF CL STA (0 TO Z 6 r� BELOW FINISHED GRADE f METH MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. . 01 INITIAL WT. SPECIMEN MOIST.:;, M.N SP. GR. ROC Uz - WET WT. ROCK' DRY WT. ROCK WET WT. - a DRY WT. COMP. SPEC.' DRY WT. - '..,,.. a TOTAL DRY WT. % ROCK % MOISTURE CORR.MAX.DENSITY O D • MAXIMUM DENSITY RATHOLE DATA _ MOLD NO. 1 2 3 4' 01 INITIAL WT. SPECIMEN 2400 P WET WT. AT .COMPACTION Q DRY WT. COMP. SPEC.' R % MOISTURE O D 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- 8 E= C+ D U NIT CONE +UNIT G =E - F K =J +G CONE .1667 - L =K +(100% +N) Q =O+ (1.00%: +N) SM.RING' .0143 .1810 R = (P-Q) _ Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F RFr,rIVF0 DEC 2 41968 I B• METHOD A ❑ B CR SUMMARY RECORD WHOLE NUMBERS IN OPT.' PLACE DENSITY j 3.G 13G. MOISTURE RC = % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH R�SfDENT ENGI EER (CITY ENGR.) BY ramt -ea.t RUATI.YE CO.N Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT N12119fial Testing SeCtiob., C a - n RELATIVE CummI1- 4 enter PROJECT RESIDENT ENGINEER (INSPECTO SENI fk ::LOC -let P TYP OAT I A INITIAL WT. SAt C WT. SAI D TEST S, E VOLUME F VOLUME GIVOLUM 1 H WT EX( I TARE IN W J T WT WET WT LRY K W 6 WET DEJ T L D Y DE� gtg -.7 ... .... I A DATE R E If rc -tract, use contract ii;_'� AGENCY — W CONTRA " Fsr REMARKS: Test Method Calif. 216-F • RESIDENT ENGINEER (CITY ENGR.) METHOD A ❑ B 19 MAXIMUM DENSITY RATHOLE, DATAiiiif RECORD WHOLE NUMBERS Moi�_No_ 1 AP 2,� 3 4 01 INITIAL WT. SPECIMEN M 0 1 S Tluik .27 .0 z 4 6.6 ,, 1 11 P WET WT. AT COMPACTION t4po 2 3 NL_%, Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD Oval& 0�411 S HT. COMPACTED SPECIMEN 0, AZ. IL_Z4 * WET DENSITY l m4;4 * DRY DENSITY I CONV.FACTDR= 0.592 FACTOR x Q VOLUMES, C.F. C= A- B E C= UNIT CON G = E - F K J =G CONE I .1667 - L = K _ (100-1. +N) 0 - (1 007 + 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.) METHOD A ❑ B 19 SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. DENSITY.... . M 0 1 S Tluik .27 .0 RC % TENT: RC .= % NL_%, SPECIFICATION: ❑ BILLING WILL BE MAblt.AT. END OF M04TH By '114�TE7S ENGINEER IMPIPTinm 7 P,eliminarl tests prior cou to award a contract. RDA B Mite r ` -7 7, MOIST. 7, MOIST� C WT- SAN SED D art Control tests r," 'Can't, TES *F&FNS I ITY materials Go t"lly ,I- r entering into works, WET . - j3 F VOLUME CONE +,RING PROD &T- 2 TOTAL DRY WT. RE ENGINEER (INSPECTOR SOCIR 33 1 SE� 0 T TN:� CONSTRUCTION WT. EXC. SAMPLL,,t. TARE LO _;) AT) 0 N MOISTURE _S RE BE FN T :0 - TYPE M4 T E 1 EXC. S IN PLACOWKSITY -4.01-0 NO; INITIAL-WT.'TEST SAND FIE4 LAB B WT..i.WFa-�RETAINEO ` -7 7, MOIST. 7, MOIST� C WT- SAN SED D 6 TES *F&FNS I ITY 7 nI ,I- VOLUME SAND USED WET . - j3 F VOLUME CONE +,RING Q TOTAL DRY WT. Touu-m—E T ESTMOLE 33 1 H —1 WT. EXC. SAMPLL,,t. TARE MOISTURE TARE —WEIGHT ---7-7 - 51 TWET EXC. S K -C WET DENSITY -1 �E DRY DENSITY INVE NTY OF ORANGE AD DEPARTMENT ial Testing Section TEST 0 E COMPACTION si, WN pup 2 A2 C&TRACTOR r?ATri MAINTENANCE 0 u"DO. 0 1 AERMiTS RT: I ' OF q STA H 0 TO BELOW FINISHED GRADE —TESTED BY: Xi METHO- MOISTURE -4.01-0 NO; WET WT. FIE4 LAB DRY WT. 4 ` -7 7, MOIST. 7, MOIST� N r SP. GR. ROA�K,_-& W ET WT. W ET WT. R DRY WT. ROC WET . - j3 _WT. DRY WT. Q TOTAL DRY WT. I % ROCK CORR.MAX.OENSI TY MAXIM M DENSITY RATHQLE DATA -4.01-0 NO; 3 4 U INITI SPECIMEN AT COMPACTION Q Dff-WT. COMP. SPEC. MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY V) DRY DENSITY CONV. FACTOR=O' 92 FACTOR x = Vo C.F. C= A— B E= C= D IT ONE+UNIT G = E - F K = J - G CONE .1667 L = K + (1oo- + N) Q 0 = (100% + N) -SM. RLNU 43 .1810 R = (P-Q) _ Q V FACTOR x 0 - S LG-RING 02 .1969 REMARKS: Test Method Calif. 216-F ,METHOD A4WO- B SUMMARY RECORD WHOLE NUMBERS IN PLACE DE*jY /31• /73S MOISTURE RC= TENT. RC SPECIFICATION: NL.'%j- BILLING WILL BE MADE AT END OFMONTH Ely RESIDENT ENGINEER (CITY ENGR.) MATERIAL NOINEER F391 1 -43.1 RELATIVE COMPACTION ❑ Pro minory tests prior COUNTY OF ORANGE - to sword of contract' ROAD DEPARTMENT j Material Testipg S TESTWC> - T I FIELD NO. NO. I. - X CO fo RELATIVE T10N CON T w.a. q P.O. NF m°terioh s entering in wo ' s _ DATE REPTD: «� If contract, use ntr°ct item � PROJECT . -- —�'L '�. =__r{ " .,L/_IM - AGENCY -Lb RESIDENT ENGINEER (INSPECTOR) Z r .a 'n A SEND REPORT TO: CONSTRUCTION ❑ OUTSIDE A6luty MAINTENAN�.! - LOCATION ND RE ENTING LIMITS TYPE MATE 1AL SJ f' DEPTH �D TO DATE ��`, � �,} � TESTED BY: '1 yAZn2 -p it i _ IN PLACE DENSITY A INITIAL WT. TEST SAND LAB 8 WT. SAND RETAINED O C D WT. SAND USED _ TEST SAND DENSITY___ i” ."i.,•, I E VOLUME SAND USED 3 F VOLUME CONE +RING WET WT. G VOLUME TEST HOLE 7 H W I EXC. SAMPLE +TARE DRY WT. - 3 ' I TARE WEIGHT z zip, 0 J WET WT. EXC. SAMPLE !� K WET DENSITY IN PLACE__ L DRY DENSITY IN PLACE ME Ill MOISTUR IN PLE MOLD N0. FIELD LAB WET WT 4 O DRY WT 00 'Z oo -" MOLT N SP. GR. _ $, O� WET WT. DRY WT. ROCK Q WET WT. -� DRY WT. - 3 ' TOTAL DRY WT. R 7. ROCK . (lib CORR.MAX.OENSIT • MAXIMUM DENSITY RATt!Oi, DATA MOLD N0. 1 -2` w ' 3 4 O INITIAL WT. SPECIMEN 00 'Z oo -" P WET WT. AT COMPACTION $, O� Q DRY WT. COMP. SPEC. R %MOISTURE (lib 1, o - CONDITION OF MOLD 5 HT. COMPACTED SPECIMEN Q, Z. T WET DENSI TY t t , 1-7- . $ 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 .014_3 .1810'. R = (P -Q) - Q V = FACTOR x Q _ S LG. RING 1 .0302 REMARKS: Test Method Calif. 216 -F 1 8• SUED. U PERMITS LJ T_OF -rt- STA ,_QELOW FINISHED GRADE -S FIELD +5 (%WET) METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS. IN OPT. PLACE OfNSITY 2- 1, MOISTURE RC TENT. RC = % SPECIFICATION: NLi% ❑ BILLING WILL BE MADE AT END OF MONTH 1 RESIDENT ENGINEER (CITY ENGR.) / "" "TER'" ENGINEER Lk ; ♦,p „�,., RELATIVE COMPACTION ❑ Prelrmrnoryy tests prior COUNTY OF ORANGE 1 to award "of:ientract. ROAD DEPARTMENT. G Si Material Te !oa TEST NO C FI �;- NO: A �;'aro'Is tests actu actually nc IVE COMPACTIOF4 R d j "E�' _ rentering into works, DATE KEPT -0. - /2 12-4 8 na� E use contract item PROJECT -' AGENCY -r RESIDENT ENGINEER (INSPECTOR) O NTRACTOR T" OUTSIDE r-� —, "` ' SEND REPORT TO:�fP CONSTRUCTION' ❑ AGENCY ' .MAINT ENAIJCE:, l..I UBD. PERMITS ❑ LOCATION 6 t't''^ / , />l ktP.;RESENTING LIMITS T�YF`!fi'MATERIAL-4 I S L 19 TESTED B IN PLACE DENSITY A INITIAL WT. TEST SAND LAS B .WT. SAND RETAINED 2 C WT. SAND USED S D TEST SAND DENSITY .. N: E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING 2_32 GI VOLUME TEST HOLE / H WT. E]Jis- SAMPLE + TARE 1 TARE *0 Gtiff " J WET WTI . SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE_���- ' RT L OF CL STA Li -i LL— i TO t✓A BELOW FINISHED GRADE P NDLG_C -ten I .. ME'T'HOD A ,t�61jr, FIE SAMPLE _ MAXIMUM DENSITY RATHO FIELD LAS WET WT. 1. 2 DRY WT. 4 0 MOIST. M - .. N: SP. GR: ROCK - WET WT. ROCK WET WT. AT COMPACTION DRY WT. ROCK 2_32 WET WT.- s_ DRY WT. TOTAL DRY. WT. ROCK: CORR.MA$:pENSITY .. _ MAXIMUM DENSITY RATHO -DATA MOLD N0. 1. 2 3 4 0 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION 2_32 Q DRY WT. COMP. SPEC. R %, MOISTURE CONDITION OF MOLD O eYAIW S HT. COMPACTED SPECIMEN T WET DENSITY /Z'3' 120. VI DRY DENSITY CONV. FACTOR--0.592 FACTOR x Q = VOLUMES,. C.F. -- C= A- 8 E= G+ D UNIT CONE +UNIT G =E - F K CONE •1667 - L = K -, (100% + N) Q =0= (1.00 % +N) SM. RING .0143 .1810 R = (P -Q) _ Q V = (ACTOR x + S LG. RING .0302 ':1969 REMARKS: Test Method Calif. 216 -F R r G IV ED, i B• METHOD A ❑ B SUMMARY' RECORD WHOLE NUMBERS IN mo")y DENSITY MOISTURE RC= BOO f % TENT. RC = % SPECIFICATION: NL_ %. DEC 2 Q 19GH 9 BILLING WILL BE MADE AT ENO OF MONTH PUBLIC � tv`t� BY RESIDENT ENGINEER (CITY ENGR.) ' MA7ER LS ENGINEER !'7011431 RELATIVE COMPACTION. ❑ Preliminary tests prior COUNTY OF ORANGE to award aXcontract. ROAD DEPARTMENT Material ' .. • � TEST NO. , t .a FIE O NO. Control tests an RELATIVE COIACTION materials actually entering into works. - r n%• (,t, : -, RTE - COif}mttr use Contract Item PROJECT ru _� y'" AGENCY G �EI.{� I.A I.1 137P Y' RESIDENT ENGINEER (INSPECTOR) / 5 'C NTRACTOR L JA L kF TSIOE SEND REPORTq CONSTRUCTION ❑ - - ENCr m MAINTENANCE Q"BD. ❑ P LOCATION, 1Gi /Q 1/ ac' /Q' 01T., &ITj OF CL STA' REPRESEN'T'ING LIMITS ' TYPE MATERIAL D� - DEPTH.. dt -TO p.4 r BELOW FIN DATE i Z - / 'L, `. 6 �-- TESTED BY: .a�:r' Y /A ,j' LD„S IN PLACE DENSITY A _ INITIAL WT. TEST SAND d Z, Ij B WT. SAND RETAINED - A C -_ WT. SAND USED 7 J`,J1 D TEST SAND DENSITY P E _ VOLUME SAND US_ED___ WET WT. - 7 F VOLUME CONE + RING . ( fj ((j G VOLUME TEST HOLE r HIWT. EXC. SAMPLE +TARE i� I TARE WEIGHT —7-:0 J WET WT. EXC. SAMPLE y 512 K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE S METHOD A MOISTURE SAMPLE "..FIELD LAB WET WT. DRY WT. '..g Oj MOIST. M N SP. GR. ROCK WET WT. ROCK P -DRY WT. ROCK 00 WET WT. - 7 DRY WT'. -. - j Q TOTAL DRY OVE-ft. % ROCK CORR. MAX. DEl$'1TY R • MAXIMUM DENSITY RATHOLE DATA :. Oj INITIAL WT. SPECIMEN Z OD 2 00 P WET WT. AT COMPACTION 00 2Z3 5z Q DRY WT. COMP. SPEC. OVE-ft. G vND- R %MOISTURE t r LD —7-:0 CONDITION OF MOLD mvYR S HT. COMPACTED SPECIMEN 10,31 O •2- T WET DENSI TY - 7,5 )38.1 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C s 0 UNIT CONE +UNIT G = E - F - K = J _ G CONE 1 .1667 - L = K = (100 -1 � +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 iL METHOD A Cl B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE oEr i rr 31 ! 3 9 MOISTURE 174 OVE%s RC =�% TENT. RC = SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH . • BY MT RESIDENT ENGINEER (CITY ENGR.) �7 MAT t5 ENGINEER raatt-ss.t RELATIVE COMPACTION / Preliminory tests prior ` io award of contract. fi71:. Cont,el t.ata.:. . RE Y� mn4erie1l ecfuell'v ' PROJ9reT_ , :.. : RES T�ENGINEER (INSPECTOR) — SEND REPORT TO: CONSTRUCTION LOCATION 7- N-�'�L %/�i• REPRESENTING LIMITS TYPE MATERIAL .N.S, O -elt"0 ... DATE 03 - /h=l..FS TAE COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section �AT1YE COMPACTION .� It C' DATEREPT0. JZ-/7-4$ use eontrocf item 'GENCY ; /6(� ec i°e G F ✓ ,.. �^/ '?z;-v- 4dAL_ -CONTRACTOR /��- �^gf�iFT.,E3 OUTSIDE AGENCY MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LT OF Ct STA .r Q1 :C-0 —DEPTH ZO '0 T O'- 14r. BELOW FINISHED GRADE IN PLACE DENSITY MOLD N0. a�' "METHOD A - MOISTURE SAMPLE A _ INITIAL WT. TEST SANG S B C WT. SAND RETAINED _ WT. SAND USED ;.. �' WET WT� 1 — F_IELb _LAB' D TEST SAND DENSITY p 76RY WT. - E VOLUME SAND USED ry M015T. M � :N F _ VOLUME CONE + RING _ j SP. GR. ROCK i^ G VOLUME TEST HOLE WET WT. ROCK H C. SAMPLE + TARE - DRY WT. ROCK WET DENSITY I TARE WEIGHT - pp ,. WET W;T. J WET WT. EXC. SAMPLE DRY K WET DENSITY IN PLACE VOLUMES, C.F. TOTAL DR: PVT. E - ='C - D L _ DRY DENSITY IN PLACE _ZVtj % RO .-=- . K =J =G I CONE .1667 1 - CORR.MANSITY Q =0. 0007, +N) MAXIMUM DENSITY RATHOLE DATA MOLD N0. , 1,4 . ___2/__2T--_a-_7_ 3: , 4 0 INITIAL WT. SPECIMEN. 00 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE 0 Iw�'/OmcCo, CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY ' 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 =J =G I CONE .1667 1 - L =K= (100 -1 +N) Q =0. 0007, +N) SM. RING .0143 .1610 R = (P -Q) - Q V = FACTOR x Q> S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • RFrrtvED METHOD A ❑ B Iff SUMMARY RECORD WHOLE NUMBERS PLACEIN OPT. ' DENSITY MOISTURE RC = 4 ;_5 % TENT. RC = % SPECIFICATION: NL_% 9 BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) MATER LS ENGINEER r raoii -65.1 .RELATIY.E COMPACTION EjPreliminary tests prior to award of contract. • z Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section TEST o' G 7A 9 RELATE COMPACTION NO ° 1N.0. OR P,O. OR AHFPI DATE REPTD.- If con}rO Ct_ usrr vi f�wl+Y it.m PROJECT Z .4e�""C-r A CY LINr�- RESIDENT ENGINEER (INSPECTOR) 174N CONTRA�.C�gT,OR &&&,4,CE'e SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE LJ SUBD. ❑ PERMITS ❑ LOCATION Z ",P2. �v'�-' 21 ART® OF (L STA /8>`2O REPRESENTING LIMITS TYPE MATERIAL Nr S. Al' e -- x'&EPTH /A ✓r TO 16 a BELOW FINISHED GRADE DATE 4Z /,f -L B TESTED BY: :�& Od-YAe.,6 IN PLACE DENSITY A _ INITIAL WT. TEST SAND 8 B WT. SAND RETAINED ay C WT. SAND USED_ 4 D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING 2,400 G VOLUME TEST HOLE. rI (o HIWT. EXC. SAMPLE + TARE I ITARE WEIGHT J, O J WET WT, EXC. SAMPLE +, K WET DENSITY IN PLACE _ L DRY DENSITY IN PLACE 0VtoX METHOD A MOISTURE SAMPLE._.... • FIELD - °;,LAB - WET WT. -- --- 1 DRY WT. 3 4 "' MOIST. MI N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK 2,400 WET WT. - DRY WT, - s Q TOTAL DRY WT. % ROCK CORR.MAX.DENSI TY R REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) r3011-e7.1 RELATIVE 140 METHOD A ❑ B ❑ SUMMARY RECORD. WHOLE NUMBERS IN OPT. PLACE DENSITY A Al MOISTURE OtliAlIlle RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN a, o 2A** P WET WT. AT COMPACTION 2,400 23210 Q _ DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD 0VtoX S _ HT. COMPACTED SPECIMEN (p, T WET DENSITY 1,5110 ! 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) $M. 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-e7.1 RELATIVE 140 METHOD A ❑ B ❑ SUMMARY RECORD. WHOLE NUMBERS IN OPT. PLACE DENSITY A Al MOISTURE OtliAlIlle RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH r z4 Preliminar tests prior to a ward ar contract. DRY WT. "= MOIST. I M N B I WT. SAND RETAINED Control tests on materials actually C • entering into works. TEST SAND DENSITY COUNTY OF ORANGE • ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION G Fi TEST NO. C-` �s 'FIELD NO. l C! ". Z .ONE T. NO. OR IW.O. OR P.O. OR FP 2 4 - DATE REPTO. /Z —1 J -6P PROJECT �ENCY Ipt 1M 3 cwTti S !/ WA%L(zI b RESIDENT ENGINEE"R (I-SCI CONT RW t USID SEND REPOR TO: CONSTRUCTION ❑ ROGTENCr E � MAINTE NCE ❑ SUBD PERMITS El LOCATION_. At-4LLUA SSOCIM G41r RT LT O11eN C90 REPRESENTING LIMITS TYPE MATERIAL ' S77, 1— DEPTH A, 0, O � BELOW FINISHED GRADE DATE IZ- \ -L'(Pa TESTED BY: N, Mai 7(Llsow IN PLACE DENSITY A _ INITIAL WT. TEST SAND DRY WT. "= MOIST. I M N B I WT. SAND RETAINED WET WT. ROCK C WT. SAND USED D TEST SAND DENSITY DRY WW -Ti E VOLUME SAND USED_ 01 F VOLUME CONE + RING ,531 G VOLUME TEST HOLE ,1-I -7 S HIWT. EXC. SAMPLE + TARE ,� j I TARE WEIGHT ' bj J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 21+48 L DRY DENSITY IN PLACE _ DRY WT. COMP. SPEC. METHOD A MOISTAIRE SAMPLE FIELD LAB WET WT. DRY WT. "= MOIST. I M N SP. GR. ROCK _- MOLO N0. WET WT. ROCK DRY WT. ROCK WET WT. - a A. 2 DRY WW -Ti • 3 TOTAL DRY WT. 01 % ROCK CORR.MAX.DENSITY REMARKS Test Method Calif. 216 -F RECEIVED • DEC 2 0 1968 140 1009 5no n..Ei1lo .w.w= ■INN moon ■wwwowelwl ■wwwowmwl ��w�wwel�l L ussommui mmusumm 11111 METHOD A Q „.B SUMMARY "-• RECORD WHOLE NUMBERS IN PLACE I OPT. DENSITY IZ 3 9 MOISTURE RC = 5 % TENT. RC = % SPECIFICATION: NL_% p7 BILLING WILL BE MADE AT END OF MONTH PUBLIC VVUn( \S WT. BY ---�- RESIDENT ENGINEER (CITY ENGR N MRS ALS ENGINEER RELATIVE COMPACTION • MAXIMUM DENSITY RATHOLE DATA _- MOLO N0. 1 A. 2 A. • 3 4 01 INITIAL WT. SPECIMEN 1+0 0 2- O P WET WT. AT COMPACTION 'Z 21+48 Q _ DRY WT. COMP. SPEC. R %MOISTURE 1 ICELD -2.13 CONDITION OF MOLD o CL J/ 5 HT. COMPACTED SPECIMEN FO—. T WET DEN 51 TY 13$.2 13.f7 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 +(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 RECEIVED • DEC 2 0 1968 140 1009 5no n..Ei1lo .w.w= ■INN moon ■wwwowelwl ■wwwowmwl ��w�wwel�l L ussommui mmusumm 11111 METHOD A Q „.B SUMMARY "-• RECORD WHOLE NUMBERS IN PLACE I OPT. DENSITY IZ 3 9 MOISTURE RC = 5 % TENT. RC = % SPECIFICATION: NL_% p7 BILLING WILL BE MADE AT END OF MONTH PUBLIC VVUn( \S WT. BY ---�- RESIDENT ENGINEER (CITY ENGR N MRS ALS ENGINEER RELATIVE COMPACTION • ❑ Preliminary tests prior COUNTY OF ORANGE . to award of acntract. ROAD DEPARTMENT Material Testing Section • ` TESTr N `C— & t. -_ FIELD NO. Control tests on RELATIVE COMPACTtd T} w OTOR PO.O AHFP materials actually Z4 entering into works. DATE REPTO. 12--17-& $ If contract use c 1. "cf item PROJECT - S4LCO46J � - ii zCy C:. Nb'W DoIZi l3(3hG �_ RESIDENT ENGINEER (INSPECTOR) OtJ CON TRACTOR \NALkeQ- �e'L�1bS OUTSIDE II----11 SEND REPOR TO: CONSTRUCTION AGENCY F� MAI[\.I TENANCE ❑ SUBD_ -J_J PERMITS ❑ LOCATION �Y ib41-0 �TD(L 0% LQl+li�� RT LT O� STA 0* L0 REPRESENTING LIMITS TYPE MATERIAL �) ( DEPTH TO BELOW FINISHED GRADE DATE SJ TESTED BY: �• MD•(221�ON _ IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED -100 C D WT. SAN D_U SED TEST SAND DENSITY S, ,'7 (,1 E _�_ VOLUME SAND USE.D__ FI VOLUME CONE + RING DRY WT G I VOLUME TEST HOLE .I3 HIWT. EXC. SAMPLE CORR.MAX.DENSITY 1 TARE WEIGHT J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE 20+ L DRY DENSITY IN PLACE "THOD A MOISTURE SAMPLE • FIELD LAB WET WT. DRY WT_ "SMOIST. M '.N -100 SP. GR. ROCK 3 WET WT. ROCK O DRY WT. ROCK, WET WT. - e. DRY WT P TOTAL DRY WT. dp %, ROCK CORR.MAX.DENSITY Q REMARKS: Test Method Calif. 216 -F • B- METHOD A ❑ • MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS _ MOLD NO. -100 2 s 3 4 O INITIAL WT. SPECIMEN Z 9'DO RC= P WET WT. AT COMPACTION dp 2-3 ) Z Q _ DRY WT. COMP. SPEC. R % MOISTURE - -3, 7— CONDITION OF MOLD a UN S HT. COMPACTED SPECIMEN 10.4 10• T WET DENSITY 1 6. 3¢.9 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 +(100o +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 • B- METHOD A ❑ B Eg SUMMARY RECORD WHOLE NUMBERS OPT, k2F Q DENSITY MOISTURER $� RC= % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY e . RIA ENGINEER RESIDENT ENGINEER (CITY ENGR.) MATE 1301143.1 RELATIVE :COMPACTION rer , _. V ❑Preliminar tests prior COUNTY OF ORANGE to award a contract. ROAD DEPARTMENT / Material Testing Section TES406C— J:G ,96r FIELD NO. RELATIVE COMPACTION CON T. NO.OR. anfiOl a an materials s actually (W.O. OR P.O. OR ♦NFP) materials entering into works. r ecp 6, A _ _ DATE REPY If contract, use contract item PROJECT —7 `.E1/,c.. C -//AT w— AGZNCY RESIDENT ENGINEER (INSPECTOR) CONTRA C.TOR.(el ,�f„[t41:t` m[3.•>`T.6.S' SEND REPORT TO: CONSTRUCTION ❑ AGEl1 MAINTENANCE SUBD. ❑ PERMITS ❑ LOCATION a .(V.6. ,�j /(5!� LT OF CL STA /3% aU REPRESENTING LIMITS TYPE MATERIAL Al ,q, eigG �..Cr DEPTH /O M TO / G BELOW FINISHED GRADE DATE 1-?-1Q-C49 TESTED BY: Z • Ad CI6 - IN PLACE DENSITY A INITIAL WT. TEST SAND WET WT. - B WT. SAND_ RETAINED �,7s C D WT. SANDUSED TEST SAND DENSITY_ 8 �-E-lE OLU E SAND USED_ _ _e�j/sf FI IVOLUME CONE +RING v/,9 le, G VOLUME TEST HOLE TOTAL DRY WT. H!WT. EXC. SAMPLE DRY WT. COMP. SPEC. I TARE WEIGHT' 9 J WET WT. EXC. SAMPLE %, MOISTURE K WET DENSITY IN PLACE__ L DRY DENSITY IN PLACE CONDITION OF MOLD METHOO.A MOISTURE SAMPLE FIELD -- - -'- LAB -- WET WT. - DRY WT. w ", MOIST. M N SP. GR. ROCK INITIAL WT. SPECIMEN WET WT. ROCK O DRY WT. ROCK - a WET WT. 3 WET WT. AT COMPACTION DRY WT. - n ^_ 3 TOTAL DRY WT. % ROCK DRY WT. COMP. SPEC. CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) .3011_83.1 RELATIVE 1 8- METHOD A ❑ B 19 SUMMARY . RECORD WHOLE NUMBERS IN OPT. PLACE DENSfSY 6 /38 MOISTURE RC =2._ % TENT. RC = % SPECIFICATION: NL_% K BILLING WILL BE MADE AT END OF MONTH �_S BY ATER >xe ENGINEER COMPACTION MAXIMUM DENSITY RATHOLE DATA MOLD NO. 11"4�- 2,e,4. 3 4 O INITIAL WT. SPECIMEN O O P WET WT. AT COMPACTION o0 3 Q DRY WT. COMP. SPEC. R %, MOISTURE 105 ,C.o 7�le rS� CONDITION OF MOLD 5 _ 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 1 UNIT CONE +UNIT G= E– F K= J= G CONE .1667 1. - L = K - (100":. +N) Q = 0 + (100 %, + N) SM. RING .014_3 .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_83.1 RELATIVE 1 8- METHOD A ❑ B 19 SUMMARY . RECORD WHOLE NUMBERS IN OPT. PLACE DENSfSY 6 /38 MOISTURE RC =2._ % TENT. RC = % SPECIFICATION: NL_% K BILLING WILL BE MADE AT END OF MONTH �_S BY ATER >xe ENGINEER COMPACTION ❑Prelimi,,.1 tests prior to award o contract. 4f.71 Control tests on Wl materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section 1 RELATIVE COMPACTION item TEST'RQ. C FIELD 'NO. "01 2 GQNT. NO. OR 'fW.O. OR P O OR AHPP) ,'DATEREPTD. /a— C1 —GA. PROJECT IF ra,' FV.�: •.. A AY.r /N. WET WT. B RESIDENT ENGINEER (INSPECTOR)_Q< ' CONTRACTOR AIAIA!'.ert2 + 1114 ?;C-5 SEND REPORT TO CONSTRUCTION El OUTSIDE - AGENCY MAINTENANCE ❑ SUBO. ❑ PERMITS ❑ LOCATION "' - Vim. VOLUME SAND USED X RT OF (� STA F REPRESENTING LIMITS G VOLUME TEST HOLE .1531 TYPE MATERIAI All S, P DEPTH TO /G BELOW FINISHED GRADE DA TE_f2 - io -G 8 TESTED BY: �•�h'�t„ - -- - - - IN PLACE DENSITY A INITIAL WT. TEST SAND WET WT. B WT. SAND RETAINED 3 C WT. SAND USED _ 9 , ZO D TEST SAND DEN SITY, -� E VOLUME SAND USED 13341 F _ VOLUME CONE +RING G VOLUME TEST HOLE .1531 H WT. EXC. SAMPLE +TARE CORR.MAX.DENSI:TY I TARE WEIGHT _i J WET WT. EXC. SAMPLE 0 K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE 0 Ue i METHOD A M014tdRE SAMPLE FIELD LAB WET WT. C; C. I �. DRY WT. 3 "! MOIST. M -N SP. GR. ROCK - WET WT. ROCK DRY WT. ROCK P WET WT,_ 4 DRY WT. - TOTAL DRY WT. Q % ROCK I CORR.MAX.DENSI:TY REMARKS: Test Method Calif. 216 -F i a- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT.' PLACE DENSITY .3 /3 MOISTURE 0n RC = % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • RESIDENT ENGINEER (CITY ENGR.) MATE Ls ENGINEER i 1301 1 RELATIVE COMPACTION _ -93.1 MAXIMUM DENSITY RATHOLE DATA MOLD N0. C; C. I �. Ct. C. 2 3 4 01 INITIAL WT. SPECIMEN pa P WET WT. AT COMPACTION Q _ DRY WT. COMP. SPEC. I R % MOISTURE 1 0 _ CONDITION OF MOLD C 0 Ue S _ HT. COMPACTED SPECIMEN O. / T WET DENSITY 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 1 - L =K -' 1100% +N) Q =O +(100 % +N) SM. RING _.1667 .0143 .1810 R = (P -Q) + Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F i a- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT.' PLACE DENSITY .3 /3 MOISTURE 0n RC = % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • RESIDENT ENGINEER (CITY ENGR.) MATE Ls ENGINEER i 1301 1 RELATIVE COMPACTION _ -93.1 ❑ Preliminory tests prior C " R COUNTY OF ORANGE 6 ' M Material Testing Section TEST NO. C— (- 452 FIELD No IJ Y"Z -" Control./extf, en . CONT C materials actually R _ entwing into works. t to DATE RE If contract, use contract item PROJECT CSC 1 1A. L& I I ` F L1 AGENCY RESIDENT ENGINEER (INSPECTOR) 7 LAU SEND REPORT TO: CON ❑ 7 C TITS ❑ LOCATION SA GptJ L L a .Q S REPRESENTING LIMITS TYPE MATERIAL N' S• = =; -}EPTH TO BELOW FINED GRADE DATE \Z, - 3 -(of3 T TESTED BY: �H"CSOt�s IN PLACE DENSITY A INITIAL WT. TEST SAND B WT. SAND RETAINED C WT. SAND USED D TEST S-A D_0E SIT NY 1. \ E VOLUME SAND_USED_ F VOLUME CONE +RING jslo G VOLUME TEST HOLE ,` H!WT. EXC. SAMPLE + TARE ,(,S I TARE WEIGHT J WET WT. EXC. SAMPLE Z K WET DENSITY IN PLACE _ \2 ,_ L DRY DENSITY IN PLACE METHOW MOISTURE 1,IS- LE FIEL&` LAB WET WT. -.;..,- DRY WT. r; MOIST. M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT. - "s . DRY WT. - TOTAL DRY WT. % ROCK CORR.MAX. DENSITY • _ MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 p.m. 2 /,W 3 ... 4 01 INITIAL WT. SPECIMEN p0 0l OQQ P WET WT. AT COMPACTION pp Q DRY WT. COMP. SPEC. R % MOISTURE ♦--( L. Q CONDITION OF MOLD S HT. COMPACTED SPECIMEN 1 . /O.y T WET DENSITY 1 3$- 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 Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 776 -F RECEIVED DEC 61968 1 B- 1140 L= METHOD. A ❑ B EM SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1 �4 ! 317 MOISTURE 17o 46 RC= g/ % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC iiU- ;,. 'T BY -� RESIDENT ENGINEER (CITY ENGR.) YA TER[ks ENGINEER RELATIVE COMPACTION. Y METHOW MOISTURE 1,IS- LE FIEL&` LAB WET WT. -.;..,- DRY WT. r; MOIST. M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT. - "s . DRY WT. - TOTAL DRY WT. % ROCK CORR.MAX. DENSITY • _ MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 p.m. 2 /,W 3 ... 4 01 INITIAL WT. SPECIMEN p0 0l OQQ P WET WT. AT COMPACTION pp Q DRY WT. COMP. SPEC. R % MOISTURE ♦--( L. Q CONDITION OF MOLD S HT. COMPACTED SPECIMEN 1 . /O.y T WET DENSITY 1 3$- V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C+ D UNIT CONE +UNIT G= E- F K= J+ G CONE .1667 - L= K + (100 +N) Q = 0 = (100% + N) SM. RING .0143 .1810 Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 776 -F RECEIVED DEC 61968 1 B- 1140 L= METHOD. A ❑ B EM SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1 �4 ! 317 MOISTURE 17o 46 RC= g/ % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC iiU- ;,. 'T BY -� RESIDENT ENGINEER (CITY ENGR.) YA TER[ks ENGINEER RELATIVE COMPACTION. Y • _ MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 p.m. 2 /,W 3 ... 4 01 INITIAL WT. SPECIMEN p0 0l OQQ P WET WT. AT COMPACTION pp Q DRY WT. COMP. SPEC. R % MOISTURE ♦--( L. Q CONDITION OF MOLD S HT. COMPACTED SPECIMEN 1 . /O.y T WET DENSITY 1 3$- 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 Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 776 -F RECEIVED DEC 61968 1 B- 1140 L= METHOD. A ❑ B EM SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1 �4 ! 317 MOISTURE 17o 46 RC= g/ % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC iiU- ;,. 'T BY -� RESIDENT ENGINEER (CITY ENGR.) YA TER[ks ENGINEER RELATIVE COMPACTION. Y REMARKS: Test Method Calif. 776 -F RECEIVED DEC 61968 1 B- 1140 L= METHOD. A ❑ B EM SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1 �4 ! 317 MOISTURE 17o 46 RC= g/ % TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC iiU- ;,. 'T BY -� RESIDENT ENGINEER (CITY ENGR.) YA TER[ks ENGINEER RELATIVE COMPACTION. Y LE Preliminary tests prior COUNTY OF ORANGE 1 to award of ccntract. ROAD DEPARTMENT 68 Material Testing Section �TEST No. C— 6 453 FIELD NO. ® RELATIVE COMPACTION CONT. NO.OR Control tests on Iw.o_aR P O OR ANFPi yaK. materials actually entering into works. S. If contract, use contract item {. 'PROJECT _T &CaM ,1,4Ve 1%2 &I -a - .AG G�NC wad r'L Qe3c� RESIDENT ENGINEER (INSPECTOR) DA? &Pdior S —CONTRACTOR- lUB/ V �" BattS n t OUTSIDE. SEND REPORT TO" CONSTRUCTION 4 AGENCY: ivtAINTENANCE El SUBD. ❑ PERMITS ❑ LOCATION lhberSeetteit 1 LT OF q- STA /'f 00 -. REPRESENTING LIMITS TYPE MATERIAL N•S.B_ f. DEPTH' ✓r 6 TO La -�O t� BELOW FINISHED GRADE DATE iZ -3 -68 TESTED BY: NO r vt SOA IN PLACE DENSITY A _ INITIAL WT. TEST SAND _ B C WT. SAND RETAINED WT. SAND_USED D TEST EA DENSITY SP. GR. ROCK E VOLUME SAND US ED_ INITIAL WT. SPECIMEN F VOLUME CONE + RING WET WT. - a' G I VOLUME TEST HOLE P HiWT. EXC. SAMPLE + TARE % ROCK I TARE WEIGHT ,gyp T WET T. EXC. SAMPLE / g K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE %MOISTURE ..METHOD A MOISTURE SAMPLE - -*'FIELD LAS' _ .WET WT. - - - -- -- DRY WT. .MOIST. M N SP. GR. ROCK 4 WET WT. ROCK INITIAL WT. SPECIMEN DRY WT. ROCK 5zv D O WET WT. - a' DRY WT. P TOTAL DRY WT. % ROCK CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 2- 3 4 01 INITIAL WT. SPECIMEN ;?9 00 5zv D O - P WET WT. AT COMPACTION O Q DRY WT. COMP. SPEC. - R %MOISTURE o20 01 CONDITION OF MOLD 4- OV6 c t/A/ S HT. COMPACTED SPECIMEN 0.37 $ 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- (1000 +N) 0 = 0_(1,00 % +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.® SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /-37 13 2 MOISTURE /% -vAEtQ RC = 9 9 q TENT. RC = % SPECIFICATION: NL`% ❑ BILLING WILL BE MADE AT END OF MONTH • BY RESIDENT ENGINEER (CITY ENGRJ MA Tr Ls ENGINEER seats -es.t RELATIVE'. COMPACTION _ . ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT 04 T Material Testing Sect,6 TEST No. C— SS/ "FIELD.O I Cc I e —.!'> c �'m6tenelr C yy RELATIVE WACTION _ entering uAW S �. DATER D. le : >. If centtaet, use coDtrat')tem PROJECT /5 ' 4 = A RESIDENT ENGINEER (INSPECTOR) CONTRACTOR Aea -,� OUTSIDE >. SEND REPORT TO: CONSTRUCTION ❑ AGENCY � MAINTENANCE ❑ SUED. ❑ PERMITS'❑ LOCATION 14LI RT LT OFr STA f 85 REPRESENTING LIMITS ' TYPE MATERIAL A7 DEPTH TO Z-' BELOW FINISHED GRADE DATE /�.� - G,h' TESTED BY.[ ."i. , " .A' IN PLACE DENSITY 'A _ [INITIAL WT. TEST SAND 3 S B W7. SAND RETAINED _ _�• C WT. SAND USED N D TEST SAND DENSITY `WeT WT. ROCK E VOLUME SAND WET WT. AT COMPACTION F VOLUME CONE +RING DRY WT. G VOLUME TEST HOLE .l L O - H WT. EXC. SAMPLE + TARE ? 'f , j ,5 1 TARE WEIGHT - (� J WET WT. EXC. SAMPLE.. - K WET DENSITY IN PLACE.' " / 3, L DRY DENSITY IN PLACE _ HOD A MQISjjAkjrL SAMPLE WET WT. FIELD LAB DRY WT. 2 e C.0 3 `�,.MOIST. ' M N SP. GR. ROCK V C. - • I k `WeT WT. ROCK - DRY WT. ROCK WET WT. AT COMPACTION WET WT. - ° G DRY WT. TOTAL DRY WT. DRY WT. COMP. SPEC. %ROCK CORR.MAX.DENSITY REMARKS: Test Method Colif. 216 -F • -S FIELD +S ( %WET) METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1 p2�'3 .30 MOISTURE RC = 7 TENT. RC = % SPECIFICATION: NL` %. ❑ BILLING WILL BE MADE AT END OF MONTH t BY RESIDENT ENGINEER (CITY `ENGR.) II L� #,ELATI -YE f . rags I-e9.t ; t L3- £NOINEER i 3 i MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 kG 2 e C.0 3 4 01 INITIAL WT. SPECIMEN V C. - • I k P WET WT. AT COMPACTION ° G 23 0 Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD Q//LK 11AA 6' c, UN. S .HT. COMPACTED SPECIMEN I I J 527, T WET DENSITY J 12 CA A 2 7.4- V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C. F. C= A— B E= C= D AJAIT CONE +UNIT G =E - F K =J. =G CONE .1667 - L = K _ (1D0 +N) Q'= 0 _ (1007 + N) SM. RING .0143 .1810 1 R = (P -Q) + Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Colif. 216 -F • -S FIELD +S ( %WET) METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1 p2�'3 .30 MOISTURE RC = 7 TENT. RC = % SPECIFICATION: NL` %. ❑ BILLING WILL BE MADE AT END OF MONTH t BY RESIDENT ENGINEER (CITY `ENGR.) II L� #,ELATI -YE f . rags I-e9.t ; t L3- £NOINEER i 3 i ❑Preliminary nt prior • ,o award o contr r act. Control tests on e4farrny s, PROJECT RESIDENT ENGI R fl SEND REPORT TO: C LOCATION 4; %>c1 REPRESENTING LIMITS, i5,ft.'MATERIAL N IN . DENSITY A _ :INITIAL WT. TEST SAO-- 1 44� /Q B WT. SAND RETAINED 16,5(1 C''WT. SAND USED 7, ' D TEST SAND DENSITY_ -- E VOLUME SAND USED_ _,j.3 2 F VOLUME CONE + RING I G VOLUME TEST HOLE '- 3 HIWT. EXC. SAMPLE + TARE i I TARE WEIGHT 95 J WET WT. EXC. SAMPLE S /u• d K WET DENSITY IN PLACE_ S HT. COMPACTED SPECIMEN L DRY DENSITY IN PLACE COUNTY OF ORANGE ROAD DEPARTMENT �� { Material Testing Sectie TEST O. C- FIELD NO ,L ` RELATIVE C PACTION `.O. Na OR CON OR P.O OR ANFPI l✓ 612 S4 —/-f DATE REPT D. if am tact' use. t item Y E14 %4- W .y/�,P CONTRACTOR, OulSID J ❑ AGENCYE .MAINTENANCE ❑ SOBO ?`❑. PERMITS ❑ ;.RT LT OF CL STA DEPTHS TO /2 BELOW FINISHED GRADE j :STED.' @Y.:, r THOD A MOI''. - :2'iMPLE - MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET'WT. - -- - DRY WT. O INITIAL WT. SPECIMEN � % MOIST. M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK Qj DRY WT. COMP.- SPEC. WET WT. DRY WT. TOTAL DRY WT. % ROCK CORR.MAX.DENSITY CONDITION OF MOLD Test Method Calif. 216 -F METHOD A U 8 -JjQ SUMMARY RECORD WHOLE NUMBERS IN CE OPT. PLACE DENSITY �i7 MOISTURE o1 %e 0 . r RC = 96 q TENT. RC = % SPECIFICATION: NL_ %. . ❑ BILLING WILL BE MADE AT END OF MONTH BY M ERI Ls Not EA RESIDENT ENGINEER (CITY ENGR.) - F,a „ -03 RELATIV 6 r - i MAXIMUM DENSITY RATHOLE DATA MOLD NO. d. C. 2 3 4 O INITIAL WT. SPECIMEN � P WET WT. AT COMPACTION Qj DRY WT. COMP.- SPEC. R %, MOISTURE CONDITION OF MOLD S /u• d S HT. COMPACTED SPECIMEN j 37 I. T WET DENSITY A. V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. -" C= A— 6 E= C_ D UNIT . CONE +UNIT G =,E —F K = J = G CONE .1667 — L =K +(100- +N) Q= O= (1.00 % +N) SM. RING .0143 810 .1969 ' R = (P —Q) + Q =. V = FACTOR x Q+ S' LG. RING 0302 Test Method Calif. 216 -F METHOD A U 8 -JjQ SUMMARY RECORD WHOLE NUMBERS IN CE OPT. PLACE DENSITY �i7 MOISTURE o1 %e 0 . r RC = 96 q TENT. RC = % SPECIFICATION: NL_ %. . ❑ BILLING WILL BE MADE AT END OF MONTH BY M ERI Ls Not EA RESIDENT ENGINEER (CITY ENGR.) - F,a „ -03 RELATIV 6 r - i .1 _ REMARKS: Test Method Calif. 216 -F METHOD A U 8 -JjQ SUMMARY RECORD WHOLE NUMBERS IN CE OPT. PLACE DENSITY �i7 MOISTURE o1 %e 0 . r RC = 96 q TENT. RC = % SPECIFICATION: NL_ %. . ❑ BILLING WILL BE MADE AT END OF MONTH BY M ERI Ls Not EA RESIDENT ENGINEER (CITY ENGR.) - F,a „ -03 RELATIV 6 r - i SEND REPORT TO: - - I ONSTRUCTION ❑ LOCATION - _ -LY :Z6'-1AZ� REPRESENTING LIMITS TY MATERIAI Ill.S DA �/— — ra -- TESTED IN PENM :DENSITY A INITIAL WT. TEST SAND DRY WT. B WT. SAND RETAINED •' ? JQ ❑ Prelimino' tests prior to award o contract. ^_7, 5--)- COUNTY OF ORANGE ROAD DEPARTMENT _ DENSITY__ -__" /, . ` .VOLUME SAND USED "33e6 F C ai - ; s `56 H Material Testing Sectio TEST`o -.5 1 ." J WET WT. EXC: SAMPLE FIEL0.iJ0' i WET DENSITY IN PLACE /.? 09_.. Z L Control , VLATIVE COMPACTION ltest actually * entenny iota works .. (� , _, .. 1{ -- DA'TLREPTD. Y CaBtI6t1, use C 101 PROJECT t v RESIDENT ENGIN LINSPECTOR) xp CONTRACTOR IdIAG lf�!E' lv l�A7t -.S._ _ m rcusw ,. SEND REPORT TO: - - I ONSTRUCTION ❑ LOCATION - _ -LY :Z6'-1AZ� REPRESENTING LIMITS TY MATERIAI Ill.S DA �/— — ra -- TESTED IN PENM :DENSITY A INITIAL WT. TEST SAND DRY WT. B WT. SAND RETAINED •' ? JQ C _ WT. SAND USED ^_7, 5--)- D7TESTSAND _ DENSITY__ -__" /, . E .VOLUME SAND USED "33e6 F _ VOLUME CONE +RING - G VOLUME TEST HOLE `56 H WT. EXC. SAMPLE + TARE.= 1 TARE WEIGHT- J WET WT. EXC: SAMPLE K WET DENSITY IN PLACE /.? 09_.. Z L _ DRY DENSITY IN PLACE INTENANCE ❑ SUBO. ❑ PERMITS ❑ RT. LT OF (L STA /1--2f DA MOFSAMPLE _ F DRY WT. _ ;MOIST. ' ' M N SP. GR. ROCK - - WET WT. ROCK DRY -WT: -ROCK - - WET WT. DRY WT. :TOTAL DRY WT. - - % ROCK - CORR.MAX.DE SITY MAXIMUM. DENSITY RATHOLE='DATA MOLD NO. C, 0. 1 C.C.2 _ 3 4 INITIAL WT. SPECIMEN - P WET WT. Al COMPACTION 00 Q DRY WT. COMP. SPEC. R % MOISTURE 5$ 4 ,' t CONDITION OF MOLD /uAde- -' S HT. COMPACTED SPECIMEN 1 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= (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 BELOW FINISHED GRADE .I I METHOD A ❑ B U SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /a $ MOISTURE O G✓ RCS ..qS % TENT. RC = %_ SPECIFICATION: NL — %, ❑ BILLING WILL BE MADE AT END OF MONTH A REMARKS: Test Method Calif. 216 -F BELOW FINISHED GRADE .I I METHOD A ❑ B U SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /a $ MOISTURE O G✓ RCS ..qS % TENT. RC = %_ SPECIFICATION: NL — %, ❑ BILLING WILL BE MADE AT END OF MONTH A ❑Preliminary tests prior to award of contract. 1'fl Control tests an i6J materials actually entering into works. PROJECT L RESIDENT ENGINEEP SEND REPORT TO: LOCATION z1U, !% REPRESENTING LIMI' TYPE MATERIAL -L DATE //_ /' .. E COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section TEST I o!C— .loo / 7 VLO NO'. T NO. OR REIATIVE COMPACTION aR P.O.OR AFFPI If contract, use contract item GATE REP Woo s- (INSPECTOR) /�O_ AI /F'#Sl/ ' ✓` CONTRACTOR w%C..CZ .&ASS CONSTRUCTION ❑n°cencrl`- MAINTENANCE ❑ SUBD. PERMITS ❑ IN PLACE DENSITY A _ INITIAL WT. TEST SAND 2, O B WT. SAND RETAINED .zo C WT. SAND USED . 6c) t D _ TEST SAND DENSITY _5 E VOLUME SAND USED_ FIVOLUME _ CONE + RING I i /d`t /D G VOLUME TEST HOLE / HIWT. EXC. SAMPLE + TARE I TARE WEIGHT �, Q J WET WT. EXC. SAMPLE , 6,S K WET DENSITY IN PLACE L DRY DENSITY IN PLACE __ V L p /4�?Z . 6� RT LT OF�TA !�, -1' %O DEPTH TO ��%� BELOW FINISHED GRADE TESTED BY: E 'SQCOL .METHOD A MOtVURE SAMPLE _. _FIELD WET WT. LAB DRY WT. _ MOLD NO. MOIST. M N SP. GR. ROCK 4 WET WT. ROCK INITIAL WT. SPECIMEN DRY WT. n0CK WET WT: _ DRY WT_-::_ WET WT. AT COMPACTION TOTAL DRY WT. 1' % ROCK CORR.MAX.DENSITY _ DRY WT. COMP. SPEC. REMARKS: Test Method Calif. 216 -F I B- 140 ip A- METHOD A ❑ B fA SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 130 ` 6 MOISTURE 376 RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • RESIDENT ENGINEER (CITY ENGR.) MA -RIALS ENGINEER or RELATIVE COMPACTION • MAXIMUM DENSITY RATHOLE DATA _ MOLD NO. 1 2 � 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION QQ 1' Q _ DRY WT. COMP. SPEC. R % MOISTURE - EL z, y CONDITION OF MOLD __ V L p /4�?Z . Cc 6+ C: S HT. COMPACTED SPECIMEN T WET DENSITY z ,.S V DRY DENSITY CONY. FACTOR =0.592 FACTOR x,Q = VOLUMES, G.F. C= A- B E= C+ D I UNIT CONE +UNIT G =E - F K =1 +G CONE. .1667 1 - L= K= (I DO- +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 I B- 140 ip A- METHOD A ❑ B fA SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 130 ` 6 MOISTURE 376 RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • RESIDENT ENGINEER (CITY ENGR.) MA -RIALS ENGINEER or RELATIVE COMPACTION ❑Preliminary tests prior to award of contract. (], Control tests on i� materials actually • entering into works. COUNTY OF ORANGE ROAD DEPARTMENT: Material Testing Section RELATIVE COMPACTION I If.contract, use contract item TEST NO. C— 60 � S FIELD NO. 2 Q-r- 2 PROJECT aGEy /// %f. AGENCY RESIDENT ENGINEER (INSPECTOR) 1111l :-A-112Si,f/cGA/ CONTRACTOR, OUTSIDE SEND REPORT rt��-: - CONSTRUCTION ❑ AGENCY MAINTEN ICE 0. LOCATION RT LT REPRESENTING LIMITS TY01E:MATERIAL All-T- S. DEPTH IT r TO /qlr DATE- / /` /L -Gh TESTED BY: 4�1 5;j41"4 IN PLACE DENSITY A INITIAL WT. TEST SAND , 3Q B WT. SAND RETAINED Ea 190) C WT. SAND USED 9.50 D TEST SAND DENSITY N E F VOLUME SAND USED _ VOLUME CONE +RING WET WT. ROCK G VOLUME TEST HOLE ,/S H WT. EXC. SAMPLE + TARE ' I J TARE WEIGHT IWET WT. EXC. SAMPLE K WET DENSITY IN PLACE - L DRY DENSITY IN PLACE .METHOD A MOISTURE SAMPLE FIELD LAB WET WT. ,. - -- DRY WT. 3 4 MOIST. M1 N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WET WT. - DRY WT. – Q TOTAL DRY. WT. % ROCK CORR. MAX. DENSITY R REMARKS: Test Method Calif. 216 -F • I. PERMITS LJ -'� vFL STA LOW FINISHED GRADE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN . OPT. PLACE DENSITY MOISTURE RC = JS % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) aAr IA LS ENGINEER raarr.es_, RELATIVE COMPACTION MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 = 2 CG 3 4 01 INITIAL WT. SPECIMEN 11-6o P WET WT. AT COMPACTION z,3 Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD_ . 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 +U IT 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 1 .1969 REMARKS: Test Method Calif. 216 -F • I. PERMITS LJ -'� vFL STA LOW FINISHED GRADE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN . OPT. PLACE DENSITY MOISTURE RC = JS % TENT. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) aAr IA LS ENGINEER raarr.es_, RELATIVE COMPACTION E3Preliminary tests prio, I. award of contract. Conn mate, �. enter PROJECT RESIDENT SEND REF LOCATION tA,,Y f RT LT OF rL STA 17"sp REPRESENTING LIMIT,rg TYPE MATERIAL. C32.R DEPTH R TO lam% " �BELOW FINISHED GRADE DATE 7— 6(5 TESTED COUNTY OF ORANGE IN PLACE DENSITY A _ L INITIA WT. TEST SAND _ ' S WT. SAND RETAINED "7 C _ WT. SAND USED .O D TEST SAND DENSITY Y� E _ VOLUME SAND USED r F _� VOLUME CONE + RING I G VOLUME TEST HOLE H WT. EXC. SAMPLE + TARE 85 I TARE WEIGHT J WET WT. EXC. SAMPLE , pa K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE WET WT. DRY WT. 'r, MOIST. SP. GR. RO WET WT. R DRY WT. R( WET WT. - DRY WT. TOTAL DRY % ROCK CORR.MAX. REMARKS: Test Method Calif. 216 -F • METHOD A 0 B QB SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 13 7 /3 MOISTURE pT RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH J S Y - / RESIDENT ENGINEER (CITY ENGR.) AT ♦ 5 ENGINEER RELATIVE COMPACTION X3011 -33.1. 3 • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 a 3 4 O INITIAL WT. SPECIMEN Y� 4 P WET WT. AT COMPACTION 's t) - Q _ DRY WT. COMP. SPEC. "- R % MOISTURE / CeZl 4 1 / CONDITION OF MOLD CZ1 V4y S HT. COMPACTED SPECIMEN d,2 T WET DENSITY / 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 = 0 _ (100`7 + 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 0 B QB SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 13 7 /3 MOISTURE pT RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH J S Y - / RESIDENT ENGINEER (CITY ENGR.) AT ♦ 5 ENGINEER RELATIVE COMPACTION X3011 -33.1. 3 ❑Preliminary tests prior to award of contract. ;F Control tests on materials actually _ ' - interins. into works. COUNTY OF ORANGE A ROAD DEPARTMENT E ff Material Testing Sectlid TEST C— "ABI AP 1 FIELD +NO. RELATIVE COMPACTION c t. No O. OR AH'F Pt `, a; T "` GR D �G. w// V S , E / . " if COntr0 Clr LSe Con1fOCT Item ' � -" DATE REPTO. 4/ ZA —L'g F VOLUME CONE +RING I/ $ 0 PROJECT_ Y j/hY "- AGENCY C _ RESIDENT ENGINEER (INSPECTOR) — CONTRACTOR kf�d SEND REPORT TO: CONSTRUCTION ❑ X MAINTENANCE ❑ SUE Dr ❑ PERMITS ❑ LOCATION eWA R LT; OF (L S T A REPRESENTING LIMITS TYPE MATERIAL S- DEPTH TO-,-'q r BELOW FINISHED GRADE DATE_ /_�J %f5 TESTED BY: /C IN PLACE DENSITY A INITIAL WT. TEST SAND _ B WT. SAND RETAINED AP 1 C WT. SAND USED Q 3 S D TEST SAND DENSITY N E VOLUME SAND USED _ 3 -71 L5 F VOLUME CONE +RING I/ $ 0 G VOLUME TEST HOLE HIWT. EXC. SAMPLE + TARE Q I TARE WEIGHT Z,Z J WET WT. EXC. SAMPLE F/E4 1% K WET DENSITY IN PLACE L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD LAB WET WT.... - -- AP 1 DRY WT. ' 3 4 MOIST. INITIAL WT. SPECIMEN N SP. GR. ROCK WET WT. ROCK P DRY WT. RD CK 14 DO WET WT. - a DRY WT._ Q TOTAL DRY WT. % ROCK. CORR.MAX.DENSITY R REMARKS: Test Method Calif. 216 -F E RESIDENT ENGINEER (CITY ENGR.) raatl_9a.1 RELATIVE 1 B- _5 METHOD A ❑ B I4 MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS IN OPT. PLACE MOLD NO. AP 1 AP 2 .. 3 4 01 INITIAL WT. SPECIMEN ZA O z q 00 P WET WT. AT COMPACTION 14 DO 23cr6 Q DRY WT. COMP. SPEC. R %MOISTURE F/E4 1% �Q CONDITION OF MOLD GL UN S HT. COMPACTED SPECIMEN // / /Q. 6 T WET DENSITY 128.0 /33,9 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= (100 +N) Q =O= (1.007, +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 E RESIDENT ENGINEER (CITY ENGR.) raatl_9a.1 RELATIVE 1 B- _5 METHOD A ❑ B I4 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1216 S MOISTURE A A* to v.& RC = 93 % TENT. RC = %A SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY MA7 ALS ENGINEER COMPACTION ❑ Preliminary rests prior COUNTY OF ORANGE - to oward of contract' ROAD DEPARTMENT o s Material Testing Section TEST NO. C --6 9 2* FIELD NO. ? or 4K RELATIVE COMPACTkON CONT NO OR IpQ,I Control tests on - - IW.O. OR P.O. OR AHFPI MI matenels actually Y entering Into Worka. - - DATE REPTD. //- If contract, use contract item PROJECT _ AGENCY e - - - - RESIDENT ENGINEER (INSPECTOR) b GA1 CONTRACTOR -WY- .6.63 SEND REPORT TO: CONSTRUCTION ❑ Ala WEI MAINTENANCE ❑ SUBD.'❑ PERMITS ❑ LOCATION AL/_Ey Z2 ,C`, n/,l d =/lie RT LT - -.OF (. STA. REPRESENTING LIMITS TYPE MATERIAL nL S DEPTH TO (�! BELOW FINISHED GRADE DATE %/ 7- l fl TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED -) jo C _ WT. SAND USED 199-15-0 D TEST SAND DENSITY N E F VOLUME SAND USED — "- -- - -- --- VOLUME CONE + RING L P GI VOLUME TEST HOLE I . 1A O H WT. EXC. SAMPLE + TARE , 6 1 TARE WEIGHT 7 J WET WT. EXC. SAMPLE R K WET DENSITY IN PLACE L DRY DENSITY IN PLACE 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 2400 WET WT. -3 - DRY WT. -_ Q TOTAL DRY WT. - - % ROCK - CORR.MAX.DENSITY R REMARKS: Test Method Calif. 216 -F 0 1 a� —5 FIELD +5 (%WET) METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = % TENT. RC =-d(. / % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) rr MAT IALS ENGINEER F901143.1 RELATIVE. COMPACTION - - • MAXIMUM DENSITY RATHOLE 6ATA _ MOLD NO. 1 ES 2 3 4 01 INITIAL WT. SPECIMEN Q Q P WET WT. AT COMPACTION 2400 - Q DRY WT. COMP. SPEC. - - - R %MOISTURE CONDITION OF MOLD L UN Qf S HT. COMPACTED SPECIMEN .S 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 =Ke (100 -1 +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 1 a� —5 FIELD +5 (%WET) METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC = % TENT. RC =-d(. / % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) rr MAT IALS ENGINEER F901143.1 RELATIVE. COMPACTION - - COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION item TEST NO C- 6?,.2S FIELD ND. CONi. NO. OR 1W .0. OR P.O. OR AHFPI DATE REPTO. PROJECT _ V�ENCY RESIDENT ENGIN - (INSPECTOR) CONTRACTOR aA Ae-- -C SEND REPORT TO: _ CONSTRUCTION ❑ ourslo -Ck MAINTENANCE ❑ SUED. ❑ PERMITS ❑ AGENCY LOCATION dl� ejY RT LT OF CL STA rr5 /- /0 REPRESENTING LIMITS TYPE MATERIAL 11/, S DEPTH `ff - TO W: FINISHED GRADE DATE I�,[- l- ��. TESTED "BY: /'L �Dr251 IN PLACE DENSITY ❑Preliminary tests prior 1 >. to award of contract. INITIAL WT. TEST SAND LAB El Control tests on S materials actually __ WT. SAND USED entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION item TEST NO C- 6?,.2S FIELD ND. CONi. NO. OR 1W .0. OR P.O. OR AHFPI DATE REPTO. PROJECT _ V�ENCY RESIDENT ENGIN - (INSPECTOR) CONTRACTOR aA Ae-- -C SEND REPORT TO: _ CONSTRUCTION ❑ ourslo -Ck MAINTENANCE ❑ SUED. ❑ PERMITS ❑ AGENCY LOCATION dl� ejY RT LT OF CL STA rr5 /- /0 REPRESENTING LIMITS TYPE MATERIAL 11/, S DEPTH `ff - TO W: FINISHED GRADE DATE I�,[- l- ��. TESTED "BY: /'L �Dr251 IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB El WT. SAND RETAINED S CI __ WT. SAND USED a, S D TEST SD DENSIT AN Y N E _ VOLUME SAND USED WET WT. ROCK F _ VOLUME CONE +RING /49 G VOLUME TEST HOLE DRY WT. - s H WT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE ?9" L DRY DENSITY IN PLACE D s METHOD A MOISTURE SAMPLE • MAXIMUM DENSITY RATHOLE DATA LAB --.-----FIELD,— WET WT. _ MOLD N0. 1 DRY WT. 3 4 n MOIST. M N SP. GR. ROCK' WET WT. ROCK P DRY WT. ROCK p WET WT. DRY WT. - s Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R REMARKS Test Method Calif. 216 -F • 1 13- METHOD A ❑ El SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE �/6 6✓ 4 RC — 2_ % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) tAAT ALS ENGINEER .301.63.1 RELATIVE CO. PACTION • MAXIMUM DENSITY RATHOLE DATA _ MOLD N0. 1 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION p Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD D c-4 h, el S HT. COMPACTED SPECIMEN 5 . 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- oOOb +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 • 1 13- METHOD A ❑ El SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE �/6 6✓ 4 RC — 2_ % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY RESIDENT ENGINEER (CITY ENGR.) tAAT ALS ENGINEER .301.63.1 RELATIVE CO. PACTION ❑ Preliminary tests prior to award of contract. I�1 coatrot tostf �=-I matane��q�ioeT#y entering into works. PROJECT RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION ❑ LOCATION 2.3 A4 "2Y REPRESENTING LIMITS _ COUNTY OF ORANGE ROAD DEPART Material Testing; SE , iied' CONTRACTOR MAINTENANCE ❑ SUBO. ❑ RT LT OF rL STA TYPE MATERIAL ���T p�'e' •r' DEPTH 4n✓ TO ,�(*•'� BELOW FINISHED GRADE DATE_ LC%` Z — .8 .'TESTED AY: E• IN PLACE DENSITY A INITIAL WT. TEST SAND ,s B WT. SAND RETAINED _� S C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY ;; E VOLUME SAND USED 6 F VOLUME CONE + RING 1 M16 G VOLUME TEST HOLE 16 OZ/ H WT. EXC. SAMPLE + TARE 0 I TARE WEIGHT 2,76 J WET WT. EXC. SAMPLE - K WET DENSITY IN PLACE 124.1 L _ DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA • FIELD, I LAB WET WT. ''¢= 3 DRY WT. 01 INITIAL WT. SPECIMEN MOIST.. - M- ;; N SP. GR. ROCK -: WET WT. AT COMPACTIO WET WT. ROCK Q . ?Z-90 DRY WT. ROCK WET WT. - DRY WT. COMP. SPEC. DRY WT. - i TOTAL DRY WT. % ROCK % MOISTURE CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F r r .METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /2(0 al MOISTURE 16 OVER RC = 8`� % TENT. RC = % SPECIFICATION: NL_% RT C F I V E D ❑ BILLING WILL BE MADE AT END OF MONTH �� BY MATER/1.5 ~INFER RESIN ►Ii y IJ r3a11 -e9.1 .RELATIVE COMPACTION \ -; s„ p MAXIMUM DENSITY RATHOLE DATA • _ MOLD NO. 6.4.1 ES. 2, . 3 4 01 INITIAL WT. SPECIMEN r CXS P WET WT. AT COMPACTIO Q . ?Z-90 Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY S 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= Kr(100 % +N) Q =O +(100 % +N) SM. RING .0143 AB10 R = (P -Q) _ Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F r r .METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /2(0 al MOISTURE 16 OVER RC = 8`� % TENT. RC = % SPECIFICATION: NL_% RT C F I V E D ❑ BILLING WILL BE MADE AT END OF MONTH �� BY MATER/1.5 ~INFER RESIN ►Ii y IJ r3a11 -e9.1 .RELATIVE COMPACTION \ -; s„ p ❑Preliminar tests prior to award of tontrat }, fit Control tests on �Y materials aptually _ entering into works., PROJECT fiLLC7 RESIDENT ENG'tNEER (INSP SEND REPORT TO: CONS LOCATION REPRESENTING LIMITS � TYPE MATERIAI L� DATE /0 -29- 8 IN PLACE DENSITY A _ INITIAL WT. TEST SAND _ WET WT. B WT. SAND RETAINED -3, C WT. SAND USED __' j 0j0Q D TEST SAND DENSITY go E VOLUME SANDUSED WET WT. F _ VOLUME CONE + RING _ - 0 GI VOLUME TEST HOLE S HIWT. EXC. SAMPLE +TARE 'S I TARE WEIGHT ­WT. ,c�/. 3 p J WET SAMPLE , Q K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE CL s.ND COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE IMMPACTI If etintracct, use contract Item PEST 0 C— FIELD NO. SF CONT. NO. OR : (W.O. OR P O OR AXFP) DATE REPIrD ION ❑ OUTSIDE MAINTENANCE ❑ SUBD. ❑ PEIR1MITTS 13 - RT LT OF q STA �Z Ldi- ., DEPTH G TO BELOW FINISHED GRADE TESTED BY: (ff, METHOD A MOISTURE SAMPLE '`'fiIELD LAB _ WET WT. DRY WT. i 1-bP MOIST. ' M I N SP. GR. ROCK 01 WET WT. ROCK 00 DRY ­WT. WET WT. P DRY TOTAL DRY WT'. % ROCK.- - Q .CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F 1 e- 1140 y METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Ire 112, MOISTURE .370 U AG RC = g9 % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY , ;-7°/ � -- RESIDENT ENGINEER (CITY ENGR.) MATE ALS ENGINEER RELATIVE COMPACTION . MAXIMUM DENSITY ATHOLE DATA _ MOLD NO. i 1-bP 21. - 3 4 01 INITIAL WT. SPECIMEN 00 OD P WET WT. AT COMPACTION p Q DRY WT. COMP. SPEC. R % MOISTURE S ;z CONDITION OF MOLD CL s.ND CL OV S HT. COMPACTED SPECIMEN O, 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 - 1 — 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 e- 1140 y METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Ire 112, MOISTURE .370 U AG RC = g9 % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY , ;-7°/ � -- RESIDENT ENGINEER (CITY ENGR.) MATE ALS ENGINEER RELATIVE COMPACTION ❑Preliminary tests prior COUNTY OF ORANGE to award at contract. • ROAD DEPARTMENT Y•_ • Material Testing SeC Control tsts Y"r materialsaaGWa�IY - °- RELATIVE - C21IPACTION entering Into works.. Al -3. PROJECT �jeLEY /� /� RESIDENT ENGINEER (INSPEC -SEND REPORT TO: C NSTR LOCATION �' REPRESENTING LIMI TYPE MATERIAL r DATE Q 9-6 IN PLACE DENSITY Al _ INITIAL WT. TEST SAND L B WT. SAND RETAINED 1L C WT. SAND 0 D _USED TEST SAN_D_DENSITY - 181.170 .E VOLUME SAND USED , 3-5 F _ VOLUME CONE + RING -Q GI VOLUME TEST HOLE 1,/7(.7 HIWT. EXC. SAMPLE + TARE ij I TARE WEIGHT r„f' J WET WT. EX C. SAMPLE S' K WET DENSITY IN PLACE ,30. L _ DRY DENSITY IN PLACE 4FL O oA use TESTED BY: _CONTRACTOR MAINTENANCE-0 SUED. ❑ PERMITS ❑ RT - LT-'OF ({ STA 7 � TO �r BELOW FIN�a RADE METHOD`A ' MOISTURE SAMPLE FIELD- LAB . . E 1L T. MN 3 4 ROCK.:): ,- INITIAL WT. SPECIMEN WET WT. ROCIC_s.•- DRY ­WT. WET WT. - a WET WT. AT COMPACTION DRY WT. -s- TOTAL DRY WT. ROCK`' _ DRY WT. COMP. SPEC. CORR.MAX. DENSI TY, . REMARKS: Test Method Calif. 216 -F 140 120 [At METHOD A ❑ El SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /30 1/14-// MOISTURE `S-% oV R RC = 90 TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY M�A'L`S ENGINEER RESIDENT ENGINEER (CITY ENGR.) .salt -ea.l. . .RELATIVE COMPAC110 • MAXIMUM DENSITY RATHOLE DATA _ MOLD NO. 1L 2.' 3 4 01 INITIAL WT. SPECIMEN Ll OD P WET WT. AT COMPACTION p0 Q _ DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD 4FL O oA a Q S HT. COMPACTED SPECIMEN O T WET DENSITY Q 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 -- (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 140 120 [At METHOD A ❑ El SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /30 1/14-// MOISTURE `S-% oV R RC = 90 TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY M�A'L`S ENGINEER RESIDENT ENGINEER (CITY ENGR.) .salt -ea.l. . .RELATIVE COMPAC110 Preliminary rests prior to award of contract. �sl control tests on r0 materials actually • entering into works. PROJECT. RESIDENT EN16 -1i SEND REPORT LOCATION REPRESENTING LIMI" TYPE MATERIAL - A DATE !✓• 29- 1 COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section • TEST NO. C -S o G 73 V0 No OW =AEL f VE JOMPACTION 1Y Q 15AN P OnQB kHF P) Q y2d K DATE. REPTD L If contract, use potroct item (INSPECTOR),(dl I�4GG7 CONTRACTOR WiYZ.C��G' ►TL�'C CONSTRUCT] ,acEN !.. MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LL(i RT LT OF CL STA 4 :; � DEPTH r TO �t BELOW FINISHED GRADE s R TESTED BY: r• JuF /� _ IN PLACE DENSITY A INITIAL WT. TEST SAND S' B WT. SAND RETAINED 1 eS C WT. SAND USED 4 D TEST SAND DENSITY 00 E VOLUME SAND _US_ ED_ WET WT. ROCK F VOLUME CONE + RING Q0 G VOLUME TEST HOLE DRY WT H WT. EXC. SAMPLE + TARE I ITARE WEIGHT CORR.MAX.DENSITY J WET WT. EX C. SAMPLE 35 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE . _FIELD LAB WET WT. MOLD NO. 1 eS DRY WT. 3 4 01 INITIAL WT. SPECIMEN 00 SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK Q0 WET WT. - e DRY WT Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R REMARKS: Test Method Calif. 216•F 1 y METHOD AD B R . SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC= �� 7 TENT. RC = % SPECIFICATION: NL -_% D B I LLING WILL BE MADE AT END OF MONTH ,.1 RESIDENT ENGINEER (CITY ENGR.) MAT vrx LS ENGINEER r3011 -e3.1 .RELATIVE COMPACTION: . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 eS 2 RG 3 4 01 INITIAL WT. SPECIMEN 00 7 P WET WT. AT COMPACTION Q0 9306 Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY 1 12 L . 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 =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 1 .0302 1 .1969 REMARKS: Test Method Calif. 216•F 1 y METHOD AD B R . SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC= �� 7 TENT. RC = % SPECIFICATION: NL -_% D B I LLING WILL BE MADE AT END OF MONTH ,.1 RESIDENT ENGINEER (CITY ENGR.) MAT vrx LS ENGINEER r3011 -e3.1 .RELATIVE COMPACTION: Preliminary tests prior to award of contract. Control tests on Wt materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing SectionTI I RELA PROJECT_t�YLLt= Y /ii%iLl. RESIDENT ENGINEER (INSPECTOR) P20_ SEND REPORT TO:. CONSTRUCTION ❑ '.NTING LIM TERIAL -A IN PLACE DENSITY A _ INITIAL LAB B WT. SAND RETNIN'ED 1AC96T C WT. SAND USED 4 D TEST SAND_DENSIT'Y N E VOLUME SAND USED_ a FI VOLUME CONE - GI VOLUME TEST HOLEI DRY WT. 3 HIWT. EXC. SAMPLE I +TARE 2J, . I TARE WEIGHT " 30 J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE U ON: °° DRS OROR E COMPACTI AMFPIQy, �.. "" DA TERE PT (' r s :t, use contract item Y S- !CONTRACTOR W FA' iSi11.5 MAINTENANCE ❑ SUBO. ❑ PERMITS ❑ t� RT LT OF (L STA DEPTH TESTED BY: METHOD.A 'MOfSTURE SAMPLE • _ .-FIELD LAB WET WT. MOLD NO. 1AC96T DRY WT. 3 4 MOIST. M N SP. GR. ROCK WET WT. ROCK P rQ DRY WT. ROCK - WET WT. - � '. DRY WT. 3 ; ;at TOTAL DRY WT. - % ROCK CORR.MAX.DENSITY R REMARKS: Test Method Calif. 216 -F RFCFIVED Oi:T 3 - 19R9 " r BELOW FINISHED GRADE METHOD A ❑'B 21 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY, 3 MOISTURE f X70 o V RC = TENT. RC =. Q!f. (% SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF;MONTH • MAXIMUM. DENSITY RATHOLE DATA MOLD NO. 1AC96T 2 3 4 0 INITIAL WT. SPECIMEN 2-1/0 0 P rQ WET WT. AT COMPACTION O p DRY WT. COMP. SPEC. - R % MOISTURE CONDITION OF MOLD U S HT. COMPACTED SPECIMEN T WET DEN SI TY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C'e D I UNIT CONE +UNIT G= E- F K=1 . G CDNE .1667 - L =K +(100",;; +N) Q =Oe (100 % +N);; SM.RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q- S I LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F RFCFIVED Oi:T 3 - 19R9 " r BELOW FINISHED GRADE METHOD A ❑'B 21 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY, 3 MOISTURE f X70 o V RC = TENT. RC =. Q!f. (% SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF;MONTH COUNTY OF ORANGE ROAD DEPARTMENZAc. se CTION PROJECT %'7 ' _AGENCY ' �r_� � '• RESIDENT ENGINEER (INSPECTOR) lY OAS(. CONTRACTOR WAlX6P :S: f P� . SEND REPORT T% CONSTRUCTION ❑ acErsicr MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION ���y RT LT OF rL STA �¢'-jd 7P �NTING LIMITS ATERIAC ' DEPTH ��'� TO �L�r 9ELOW FINISHED GRADE _ IN PLACE DEN$1TY A aa ir f o tests prior to o awward d contract. LAB WET WT. 14E. C -�: Car tests materia ls ,I r '�- '.: V. VOLUME SAND USED entering into works. FIVOLUME CONE + RING . - COUNTY OF ORANGE ROAD DEPARTMENZAc. se CTION PROJECT %'7 ' _AGENCY ' �r_� � '• RESIDENT ENGINEER (INSPECTOR) lY OAS(. CONTRACTOR WAlX6P :S: f P� . SEND REPORT T% CONSTRUCTION ❑ acErsicr MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION ���y RT LT OF rL STA �¢'-jd 7P �NTING LIMITS ATERIAC ' DEPTH ��'� TO �L�r 9ELOW FINISHED GRADE _ IN PLACE DEN$1TY A INITIAL WT. TEST.: LAB WET WT. WT. SAND US 14E. C 3 D TEST SAND DENSITY 'M E VOLUME SAND USED FIVOLUME CONE + RING Q G VOLUME TEST HOLE r S HIWT. EXC. SAMPLE -- +TARE (J ITT-ARE WEIGHT J IWET WT.. EKC: SAMPLE.' % MOISTURE K WET DENSITY IN PLACE Z L _ DRY DENSITY IN PLACE CONDITION OF MOLD MET A MOISTURE SAMPLE • FIELD LAB WET WT. MOLD NO. 14E. DRY WT. 3 4 7o MOIST. 'M N SP. GR. ROCK,.- C. WET W;i'; _. P DRY WT', WET WT.' -- "a DRY WT. 4 Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R REMARKS: Test Method Calif. 216 -F RECFIVEO OCT 3 1 B' IRE, 111r, �y METHOD A ❑ B..2 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 3 O V4�e RC = S9 % TENT. RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE MADE AT END OF MONTH I BY RESIDENTkVAiWl&EV ENGR. ' / MA TERIA ENGINEER REIATIYE COMPACTION � �} _ • MAXIMUM DENSITY. RATHOLE DA'' MOLD NO. 14E. 2L 3 4 01 INITIAL WT. SPECIMEN OQ P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD v u' ON . S HT. COMPACTED SPECIMEN 0 IF 10.17 T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C s 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 0> S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F RECFIVEO OCT 3 1 B' IRE, 111r, �y METHOD A ❑ B..2 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 3 O V4�e RC = S9 % TENT. RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE MADE AT END OF MONTH I BY RESIDENTkVAiWl&EV ENGR. ' / MA TERIA ENGINEER REIATIYE COMPACTION � �} _ entering into works.' e _ If contract, us VRRECSEtNTING T /21J AI T ENGINEER (INSPECTOR) /21JAI )COB -ORT TO: CONSTRUCTION ❑ OUTSIDE p AGENCY W O LIMITS pp TYPE MATERIAL � ---��• -C• DEPTH DATE is - 2e,4 - loA TESTED BYi -J_ _ IN PLACE DENSITY A INITIAL WT Q ❑ Preli minor tests prior y p COUNTY OF ORANGE C WT. SAND USED �' to award of contract. ROAD DEPARTMENT 1091T. 7 -- VOLUME_ SAND USED_ Material Testing Section RTES, CONE +RING O: G VOLUME TEST HOLE. DRY WT._ FIEL EXC. SAMPLE +TARE Control tests on I TARE WEIGHT RELATIVE J COMPACTION %MOISTURE CONDITION OF MOLD K WET.: DWITY IN PLACE (w 0- -I materials actually HT. COMPACTED SPECIMEN /Q,(e . /0r4 T WET DENSITY I entering into works.' e _ If contract, us VRRECSEtNTING T /21J AI T ENGINEER (INSPECTOR) /21JAI )COB -ORT TO: CONSTRUCTION ❑ OUTSIDE p AGENCY W O LIMITS pp TYPE MATERIAL � ---��• -C• DEPTH DATE is - 2e,4 - loA TESTED BYi -J_ _ IN PLACE DENSITY A INITIAL WT Q B WT. WT. SAND RETAINED::.: „` " __3- Q S C WT. SAND USED �' D TEST SAND_DENSI„ 1091T. 7 E VOLUME_ SAND USED_ �$ FIVOLUME CONE +RING O: G VOLUME TEST HOLE. DRY WT._ H�WT. EXC. SAMPLE +TARE DRY WT. COMP. SPEC. I TARE WEIGHT CORR.MAX:DE11¢fTY J WET WT.:EXC. SAMPLE %MOISTURE CONDITION OF MOLD K WET.: DWITY IN PLACE _ L SITY IN PLACE HT. COMPACTED SPECIMEN item ,CONTRACTOR Wft'KFR INTENANCE ❑ ;SUED.. ❑ PERMITS ❑ RT LT.1 OF CL STA it ZZ METHOD A MOISTURE SAMPLE FIELD AS WET WT. MOLD NO. CrC 1 DRY WT. 3 4 01 INITIAL WT. SPECIMEN SP. GR. ROCK - WET WT. ROCK DRY WT. ROCK WET WT. AT COMPACTION WET WT. _ 3 e DRY WT._ TOTAL DRY WT. ' DRY WT. COMP. SPEC. % ROCK CORR.MAX:DE11¢fTY �µ { i A`' Test Method Calif. 216 -F Flr✓IVED • 'INISHED GRADE METHOD A ❑ 8 SUMMARY RECOfrD WHOLE NUMBERS IN OPT, PLACE DENSITY MOISTURE 2 0 OVER RC= �- % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH OCT 3 1 1968 PUBLIC Lt, �/ (j� II BY -� MATERIALS IN£ER RESIDENT ENGfNE2K�TY ENGR.) ,3011 -83.1 RELATIVE COMPACTION MAXIMUM DENSITY RATHOLE' � �TA MOLD NO. CrC 1 P. 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD ��, ✓gd6v _ 5 HT. COMPACTED SPECIMEN /Q,(e . /0r4 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 CANE .1667 - L = K + (100% +N) Q = 0 _ (100 %.+ N) -' SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q -1 S LG. RING .0302 1 .1969 { i A`' Test Method Calif. 216 -F Flr✓IVED • 'INISHED GRADE METHOD A ❑ 8 SUMMARY RECOfrD WHOLE NUMBERS IN OPT, PLACE DENSITY MOISTURE 2 0 OVER RC= �- % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH OCT 3 1 1968 PUBLIC Lt, �/ (j� II BY -� MATERIALS IN£ER RESIDENT ENGfNE2K�TY ENGR.) ,3011 -83.1 RELATIVE COMPACTION ❑Preliminary tests prior to award o contract. •.141 Control tests on ,i'�+ materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT `$ . Material Testing Section TEST NO'. C— GOO FIELD NO. dC RELATIVE C CTION r°O ?OR P Op0 N PI s2� DATE REPTD. �Q •1? -9�G8 If wnhact, use contract item PROJECT.�gLLE% AGENCY :.I ' �/UEWPO,t;j �?'F�%C �'/ RESIDENT.. ENGINEER ( INSPECTOR) .C>6/1I `�;��� //'. JN "CONTRACTOR k/ALA -61t �f'&41C:5 3 YPORT TO: CONSTRUCTION ❑ AGENCY p MAINTENANCE ❑ SUED. ❑ "PERMITS ❑ LOCATION !SD FIT LT OF (L STA A. REPRESENTING LIMITS TYPE MATERIAL DEPTH t1 TO ZZ BELOW FINISHED GRADE DATE— r d TESTED BY: Ei. IN PLACE DENSITY Al INITIAL WT. TEST SAND 'LAB B WT. SAND RETAINED -3_0 ,, 8� C WT. SAND USED itSQ D TEST SAND DENSITY N E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RINGS ` I• /£i!G G VOLUME TEST HOLE. DRY WT. - .a HIWT. EX C. SAMPLE +TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE ,s K WET DENSITY IN PLACE CONDITION OF MOLD' L DRY DENSITY IN PLACE META MOISTURE' PLE • MAXIMUM DENSITY RATHOL19 DATA 'LAB WET WT. _FIELD 3 DRY WT..; 01 INITIAL WT. SPECIMEN 1 O N SP. GR. ROCK P WET WT. ROCK a DRY WT. ROCK WET WT. - a' Q DRY WT. - .a TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F RECEIVED 0 OCT 3 1 1968 IL a-+ METHOD A ❑ B . SUMMARY RECORD WHOLE NUMBERS IPLACE N OPT. DENSITY,.. .2 t38 MOISTURE 27710 OVER RC = % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC r ui-ilw Lk BY ' MATERIV ENGINEER RESIDENT ENGINES 1Y ENGR.) .3011.83.1 RELATIVE COMPACTION • MAXIMUM DENSITY RATHOL19 DATA MOLD NO. C. C. 1 C.C. 2 3 4 01 INITIAL WT. SPECIMEN 1 O P WET WT. AT COMPACTION a Q DRY WT. COMP. SPEC. R % MOISTURE S. CONDITION OF MOLD' S HT. COMPACTED SPECIMEN /p, T WET DENSITY 13g, :rp 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 RECEIVED 0 OCT 3 1 1968 IL a-+ METHOD A ❑ B . SUMMARY RECORD WHOLE NUMBERS IPLACE N OPT. DENSITY,.. .2 t38 MOISTURE 27710 OVER RC = % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC r ui-ilw Lk BY ' MATERIV ENGINEER RESIDENT ENGINES 1Y ENGR.) .3011.83.1 RELATIVE COMPACTION ❑ o award tests prior - COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT ,� Material Testing Sec /Rj Centlal' huts. en .... :.:RELATE= - -00 -�TION 'di I entering into warTt'S If - connect: use contract item PROJECT 7j /zz-- S/ Z'e2w'' RESIDENT ENGINEER (INSPECTbR)_ -. SEND REPORT TO: CONSTRUCTION ❑ LOCATION �lti "R9,RRESENTING LIMITS DA IN PLACE DENSITY A B _ INITIAL WT. TEST SAND WT. SAND RETAINED '. :•� C WT. SAND USED 3 D TEST SAND DENSITY SPECIFICATION: NL_% E F VOLUME SAN _D_USED_ VOLUME CONE +RING N G VOLUME TEST HOLE WET WT. R60 Q -- . EX SAMPLE +TARE I VV C. UG I TARE WEIGHT DRY J _ WET WT. EX C. SAMPLE (e K WET DENSITY IN PLACE CORR.MAX.DENSITY- L _ DRY DENSITY IN PLACE O , GO RA_ TESTED BY: G- iz ONT`RACTOR U6#14dLe MAINTENANCE .SUBD.- '(-..1 /t--�t PERMITS ❑ RT.. LT OF (. STA ./-Z' X05- TO BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE - - FIELD - LAB WET WT. _p_ 3 DRY WTi' - .. a SPECIFICATION: NL_% v MOISTJ_w ;M. -5 N SP. GR ROCK WET WT. R60 Q -- DRY WT. ROCK Q DRY WT. COMP. SPEC. WET WT. - a 2 DRY TOTAL DRY WT. (e % ROCK3i 0 CORR.MAX.DENSITY- fj 13 • MAXIMUM DENSITY RATHOLE DATAR- SUMMARY MOLD NO. C',C 1 Q.C. 2 _ 3 4 0 INITIAL WT. SPECIMEN SPECIFICATION: NL_% ¢ P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. 205$ 2 R %MOISTURE - CONDITION OF MOLD aLl tJg4 -- _ S HT. COMPACTED SPECIMEN T WET DENSITY _ VI DRY DENSITY 1. CONV. FACTOR =0.592 FACTOR x Q = 12-1 L 3 4 VOLUME$, C.F. C= A– B E= C= D UNIT CONE +UNIT G= E- F K= J_ G CONE .1667 - L = K - (700% + -N) Q = 0 - (100% + N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q _ S LG. RING .03022 .1969 I REMARKS: Test Method Calif. 216 -F i B METHOD A iii B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 109 2 MOISTURE 1 RC = 8 % TENT. RC = % SPECIFICATION: NL_% n I: C E 1 V E D ❑ BILLING WILL BE MADE AT END OF MONTH OCT 3 j 1968 PUBLIC v uiti fkg14 ENGR.) BY s RESIDENT ENGI E ry r30tl RELATIVE COMP /.MA TERIA 1 ON ®I t _ ' ❑Preliminory tests prior to award o contract. ,KAControl tests materials actuoily entering into works `., RESIDENT ENGINEER ONSPE SEND RAPORT TO: CONST LOCAT64 REPRESENT TYPE MATEF DATE /D_ IN PLACE DENSITY A _ INITIAL WT. TEST SAND WET WT. 'B WT. SAWRETAINED .N - - C _ WT. SAND USED 9 D TEST SAND DENSITY - Q E VOLUME SAND USED 17y0(o F VOLUME CONE + RING - d G VOLUME TEST HOLE ./S (o HIWT. EXC. SAMPLE + TARE 1 TARE WEIGHT QD 7 WET WT. EXC. SAMPLE K WET DENSITY IN PLACE iO L DRY DENSITY IN PLACE T WET DENSITY COUNTY OF ORANGE ROAD DEPARTMENT = Material Testing Section ` — TEST NO.. C— FIELD NO. RELATIVE COMPACTION COOT NO.OR CON OR P.O. O DATE R If coniwss use tontrost.ilem _CONTRACTOR MAINTENANCE ❑ . .S.UBD. ❑ PERMITS ❑ Y:T OF (L STA 2 TO s" BELOW FINISHED GRADE TESTED BY: METHOD A MOISTURE SAMPLE '.FIELD LAB WET WT. 3 DRY WT. `Y MOIST. M .N - - SP. GR. ROCK WET WT. ROCK DRY WT. ROCK 2.400 WET WT. -. DRY WT. Q DRY WT. COMP. SPEC. TOTAL DRY W..r. % ROCK ' CORR.MAX.DENSITY ) E 1. MAXIMUM DENSITY RATHO(_E DATA MOLD N0. G.C.1 G.C.2 3 4 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION 2.400 Q DRY WT. COMP. SPEC. R % MOISTURE ) E 1. Z. CONDITION OF MOLD utuDaR OVER S HT. COMPACTED SPECIMEN iO T WET DENSITY I IsZt $2, - - 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 - (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: i 9� 140 A� r METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 134 MOISTURE ) 76JUM De RC =- % Test Method Colif. 216 -F TENT. RC = % SPECIFICATION: NL_% t i ft t, V C D ❑ BILLING WILL BE MADE AT END OF MONTH - OCT 3 ! 1968 BY PUBLIC f R Y` N (CITY ENGR.) MATEII .ENGINEER RELATIVE COMPACTION ❑Preliminary tests prior to award o contract. �. control tests on .'ssq materials actually • entering into works. PROJECT RESIDENT ENGIN R SEND REPORT : LOCA TIC N REPRESENTING LIMP TYPE MATERIAL�e, DATF /a 28 (INSPECTOR QONSTRUCT- IN PLACE DENSITY A _ INITIAL WT. TEST SAND LAB B WT. SAND RETAINED Ca.C.1 C WT. SAND Z 0 D _USED _ TEST SAND DENSITY ab E VOLUME SAND USED ._3_333. F VOLUME CONE + RING I, G VOLUME TEST HOLE 23 H WT. EXC. SAMPLE + TARE DRY WT. COMP. SPEC. I TARE WEIGHT _:� J WET WT. EXC. SAMPLE % MOISTURE K WET DENSITY IN PLACE 11 K'. L _ DRY DENSITY IN PLACE CONDITION OF MOLD COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE _COMPACT use DEPTH TESTED BY:_r W— GrONTRACTOR /t/ffY.t!E,P f 6HTE.3 MAINTENANCE ❑ SUBD: ❑ PERMITTS`❑ RT LT OF (� STA TO /A" BELOW FINISHED GRADE METHOD A �MOI�TURE SAMPLE IELD LAB WET WT. MOLD NO. Ca.C.1 DRY WT. 3 4 % MOIST. M -' N SP. GR. ROCK - - WET WT. ROCK DRY WT. ROCK_, . WET WT. AT COMPACTION WET T. DRY WT. TOTAL DRY WT,. DRY WT. COMP. SPEC. % ROCK CORR.MAX. DEN SITY REMARKS: Test Method Calif. 216 -F t�FOFIVF1) • OCT 3 1 1969 1mml I B• METHOD A El B SUMMARY RECORD WHOLE NUMBERS' IN OPT. PLACE DENSITY I IS MOISTURE :k 270 UAJOER RC = % TENT. RC SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH MAXIMUM DENSITY RATHOLE DATA MOLD NO. Ca.C.1 2 3 4 0 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE 2, CONDITION OF MOLD CLOSE S _ HT. COMPACTED SPECIMEN p ") T WET DENSITY 1 Z. V1 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 1 .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q _ S LG. RING 1 .0302 .1969 REMARKS: Test Method Calif. 216 -F t�FOFIVF1) • OCT 3 1 1969 1mml I B• METHOD A El B SUMMARY RECORD WHOLE NUMBERS' IN OPT. PLACE DENSITY I IS MOISTURE :k 270 UAJOER RC = % TENT. RC SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH -� ❑Preliminary tests prior to award o contract. 1y� Control tests on Jp/ materials actually entering into works. PROJECT• RESIDENT ErER SEND REPORT TO: L LOCATION 4 REPRESENTING LIMn�tI' TYPE MATERIAL A DATE /G- 2f9 -6 (INSPECTOR IN PLACE DENSITY A INITIAL WT. TEST SAND j°(o B WT. SAND RETAINED 3 C _ WT. SAND USED Q D TEST SAND_DENSITY E VOLUME SAND USED 3 SO F VOLUME CONE + RING��� /D G VOLUME TEST HOLE !,/4(99 H WT. EXC. SAMPLE + TARE I TARE WEIGHT % MOISTURE f?.c J WET WT. EXC. SAMPLE 4- K WET DENSITY IN PLACE L -..j//7. DRY DENSITY IN PLACE COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Sectie4 RELATIVE COMPACTI Al, If contract, use contract item TESTED TEST -�C- .6 Z :. Z. —6� FIELD NO. C NTC NT. N ( .Q. OR P.O. OR AHFP) ' DATE REPTO. .CONtkACTOR YFUIDE - .:. . ENCY ; 'MAINTENANCE ❑ . SUBO. ,PERMIT ❑ RT LT OF CL STA DEPTH a" TO /Z p. BELOW FINISHED GRADE _ METHOD A MOISTURE—SAMPLE F /E'LD LAB _ WET WT. - DRY WT: 3 '! MOIST. :M I N SP. GR. ROCKa'r t9 O WET WT. ROCK DRY WT. ROCK P WET WT. - DRY WT. 4 _- TOTAL DRY WT. Q rya ROCK CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F 1 B• METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY //S 1.36 MOISTURE / /o 6//v RC = 87 q TENT. RC = % SPECIFICATION: NL_q F I V E D ❑ BILLING WILL BE MADE AT END OF MONTH • GcT % 196E �,.._ BY �. - F-� M•p TE pL5 ENGINEER k' iDENT tNGIRIEE0RPFY ENGR.) :/ - Fsot t as,l RELATIVE COMPACTION MAXIMUM DENSITY RATHCLH: DATA • _ MOLD N0. 1 R6 2 3 4 01 INITIAL WT. SPECIMEN t9 O P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE f?.c CONDITION OF MOLD i 5 HT. COMPACTED SPECIMEN - T WET DENSI TY 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 - P K = J ' G CONE .1667 - L = K _ (100 a + N) Q = 0 > (1 00� + N) SM. RING .0143. .1810 R = [P-Q) _ Q V = FACTOR x Q+ 5 LG. RING .0302 1 1969 REMARKS: Test Method Calif. 216 -F 1 B• METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY //S 1.36 MOISTURE / /o 6//v RC = 87 q TENT. RC = % SPECIFICATION: NL_q F I V E D ❑ BILLING WILL BE MADE AT END OF MONTH • GcT % 196E �,.._ BY �. - F-� M•p TE pL5 ENGINEER k' iDENT tNGIRIEE0RPFY ENGR.) :/ - Fsot t as,l RELATIVE COMPACTION _ ❑ Preliminary lasts prior to award of contract. Control tests on materials actually entering into works. 0 COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section NELATIVE COMPACTION PROJECT __ZtGL&�i /d/ /. RESIDENT ENGINEER (INSPEC SEND REPORT TO: CONSTR LOCATION je REPRESENTING LIMITS Y / TYPE MATERIAL L� 'TA a--Iq A' DATE )d- %- 11eA IN PLACE DENSITY A _ INITIAL WT. TEST SAND WET WT. B WT. SAND RETAINED O_ C _ WT. SAND USED SP. GR. ROCK D TEST SAN D_DEN SITY 1 Q E VOLUME SAND USED „$.s (o F _ VOLUME CONE + RING "(8/6 G VOLUME TEST HOLE % ROCK H WT. EXC. SAMPLE + TARE I TARE WEIGHT _ _ 2.25 J WET WT. EXC. SAMPLE to 0 K WET DENSITY IN PLACE Z L _ DRY DENSITY IN PLACE TEST N0. C —S6 J7 EN O. OF.; M.G. OR P.O. OR ,ASH�FSsP('I''� -� -/- s r DATE REPTD. U50 contract item - OUTSM ❑ AGENCY fe DEPTH TESTED BY: fr _NC '-�—CONTRACTOR -Zwag �urFt MAINTENANCE ❑ ii.$t1BD. ❑ PERMITS [3 RT LT OF rL STA 42-16 ( //eB, METHOD A MOISTURE' SAMPLE FIELD LAB WET WT. 1 4W DRY WT. 3 MOIST. M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK P WET WT. - 3 DRY WT. TOTAL DRY WT,. .. Q % ROCK CORR.MAX.DENSITY REMARKS Test Method Calif. 216 -F • OCT' 1968 p ;E1 r. IJ RESIDENT EU J "04ITY ENGR.) real i.ea.l .,RELATIVE, 1120 1 B- ISHED GRADE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY % 0 s`S MOISTURE q9 RC = 7j'(r % TENT. RC = % IS—PECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 4W 2 EIS 3 4 01 INITIAL WT. SPECIMEN owd P WET WT. AT COMPACTION Q ,S� Q _ DRY WT. COMP. SPEC. R % MOISTURE (�•LA - Q, I CONDITION OF MOLD O(Qr, - -ee S _ HT. COMPACTED SPECIMEN , (p T WET DENSITY Q 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 • OCT' 1968 p ;E1 r. IJ RESIDENT EU J "04ITY ENGR.) real i.ea.l .,RELATIVE, 1120 1 B- ISHED GRADE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY % 0 s`S MOISTURE q9 RC = 7j'(r % TENT. RC = % IS—PECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH Preliminary tests prior • COUNTY OF ORANGE to award at contract. ROAD DEPARTMENT 40 dos, Material Testing Secti" - TEST NO. 17 FIELD NO. CO0.O T1,10.011 Control tests on RELATIVE UNPACTION 1w. R P.O. OR materials actually entering into works. DATE REVD. U to: cootroct item PROJECT // Z. � - RESIDENT ENGINEER (INSPECTOR)— SEND REPORT TO: CONSTRUCTION ❑ LOCATION ALL & y 15 REP TYP OAT ENCY -CONTRACTOR -Ua L rEP� MAINTENANCE E] . SUBD. ❑ RT "LT OF Ct STA MAXIMUM DENSITY RATHOLk,0ATA I MOLD NO. �TINMIAE 11 WT. SAP C WT. SAP * 1 TEST I * VOLUME F VOLUME VOLUME G VOLUME H WT EXC I TARE WI J WET WT R, ENCY -CONTRACTOR -Ua L rEP� MAINTENANCE E] . SUBD. ❑ RT "LT OF Ct STA MAXIMUM DENSITY RATHOLk,0ATA I MOLD NO. C.C, I . C&2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R, % MOISTURE CONDITION OF MOLD J140014(dA, S HT. COMPACTED SPECIMEN 11, n Cc /0,85 T WET DENSITY 30. 9 V DRY DENSITY CONV. FACTOR=0.592 FACTOR x Q = VOLUMES, C.F. C= A– B E= C+ D 1CONE+UNIT G = E – F K = J :941T 1 667 1 – L = K – (I 000 + N) Q 0 (1,00% + N) SM. RING .0143 .1810 R = (P–Q).+ Q V = FACTOR x Q+ S LG. RING .0302 –1969 REMARKS: Test Method Calif. 276-F VIJT RESIQ . IVQCA�( ISR) METHOD A D 8 99 SUMMARY MWORD WHOLE NUMBERS IN OPT. -.PLACE DENSITY MOISTURE bllo 04 fill; % TENT RC - % ,SPE61' I�'A•TION: NL—%. ❑ BILLING WILL BE MADE AT END OF MONTH BY MATER!IA e ENGINEER DMPACTION A \\ ❑- Preliminary tests prior COUNTY OF ORANGE to award o connect, ROAD DEPARTMENT IJ Material Testing Section TEST NO. iD -HO G?�e vControl tests on tY O. OR PR P ORO � moterlolsectGell :RELATIVE C PAC 2 entering -�- Into works. PROD GD�C�• /% `c' S -A RESIDENT ENGINEER (INSPECTOR SEND REPORT TO: CONSTRUCT LOCATION_ AY-4,r 15 Y 1 REPRESENTING LIMITS _ TYPE MATERIAL "4 , -" DEPTH DATE /', ;P "- G; F. _TESTED BY.:�1 01 IN PLACE DENSITY-- - A INITIAL WT. TEST SAND 81 WT. SAND RETAINED 2 CI D WT. SAND USED _ TfST SAND DENSITY _- z .,2 0-' E VOLUME SAND USED _ ,�5 6- F VOLUME CONE + RING _ / /( G VOLUME TEST HOLE 6✓r H WT. EXC. SAMPLE — I TARE WEIGHT, J. WET WT. EXC. SAMPLE 'CORR.MAX. DENSITY K WET DENSITY IN PLACE /37•/ L DRY DENSITY IN PLACE D_ ATE REPTD. Item ry _CONTRACTOR 1Jj INTENANCE -❑ SUBO. ❑ PERMITS ❑`i' RT LT OF rL STA �i —TO /Zr" BELOW FINISHED GRADE OD A N04 WE SAMPLE - MAXIMUM DENSITY RATHOLE DA9'Ai" FIELD WET WT. 1 e 2 DRY WT. t - <: `; MOIST. M N SP. GR. ROCK - WET WT: ,RDCK: .- WET WT. AT COMPACTION DRY WT. ROCK ,. WET WT. - DRY WT. - _ DRY WT. COMP. SPEC. TOTAL DRY WT. % ROCK - 'CORR.MAX. DENSITY % MOISTURE . MAXIMUM DENSITY RATHOLE DA9'Ai" MOLD NO. 1 e 2 3 4 O INITIAL WT. SPECIMEN - P WET WT. AT COMPACTION 2 Q _ DRY WT. COMP. SPEC. - -_- - R % MOISTURE kz CONDITION OF MOLD .. - - S HT. COMPACTED SPECIMEN q. 99 O. T WET DENSITY V1 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= O= (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 PI��Ul Vrv�r+ aPC, RESIDENT ENGINEER (CITY ENGR.) RELATI_ iLA' 1111"Ift WHEN! NONE no man mass Boom MEMO �! \1 \!11 ■ \'11lf ■f ■!■ fl■!! ■ rr ■�■ ter ■ me ruff ■!■e1■ alff! \ \tB11�B' \!!lfffli ■f 9e 3►,01k mmoss: : woman a a v 1C v ,w oom::: iiisiii11idiikNiiiiie ► i ■ ■ ■ ■ ■if!!1 \ \! ►1!� on efr■rfflf���� !! �fff!lti�!■ ■! ■ MESON flflf� 1 \ri \��n�■ �flflf flffUlfalfl \f \1'L'! r r•r ra �® • i • ❑ BILLING WILL BE MADE AT END OF MONTH BY �✓ MRTERt S ENGINEER - )MPA$�� i : -t ❑Preliminary tests prior • to:award o contract, COUNTY OF ORANGE ROAD DEPARTMENT L Material Testing Sec an �ESTV C —se. a 6 � 01 LD No, CaGt,ol tests an ��LATIYE C© ACTION ° materials octuall Y WT. SAND RETAINED 1.114115 C entering into warkz N D �`"'' - 'al4Ti REPTD. WET WT. ROCK If *tract, use c ;n trawj tem " PROJECT K.'. ATE.. A C�N�, G RESIDENT ENGINEER (INSPECTOR) ' CONTRACTOR L SEND REPORT TO: CONSTRUCTION ❑ AG ncv.�[': - 'MAINTENANCE ❑ SUBD. ,❑ PERMITS ❑ LOCATION 4 Z- L V /,F -. C: J WET -WT. EXC. SAMPLE RT LT OF CL STA f REPRESENTING LIMITS WET DENSITY IN PLACE 2Q, g L TYPE MATERIAL "S' 'DEPTH "TO �Z BELOW FINISHED GRADE DATE �l'' ��` TESTED BY: S HT. COMPACTED SPECIMEN T WET DENSITY IN PLACE DENSITY A _ INITIAL WT, TEST SAND L �, `:. B WT. SAND RETAINED 1.114115 C _ WT. SAND USED N D TEST SAND DENSITY WET WT. ROCK E VOLUME SAND USED F VOLUME CONE + RING 1/61/0 G VOLUME TEST HOLE .1SL90 H WT. EXC. SAMPLE + TARE 23, X 0 1 TARE WEIGHT 5180 J WET -WT. EXC. SAMPLE ,y,00 K WET DENSITY IN PLACE 2Q, g L _ DRY DENSITY IN PLACE 4L. u". ETHOD A M E SAMPLE LD LAB WET WT. MAXIMUM DENSITY RATHOLE DATA DRY WT. MOLD NO. 1 %,-MOIST. M N SP. GR. ROCK INITIAL WT. SPECIMEN WET WT. ROCK 2.400 DRY WT. ROCK WET WT. ...::i WET WT. AT COMPACTION DRY WT. TOTAL DRY M,: %, ROCK DRY WT. COMP. SPEC. CORR.MAX.O i.TY REMARKS Test Method Calif. 216 -F METHd16 A ❑ B SUMMARY. RECORD WHOLE NUMBERS' tH OPT. PLACE DENSITY 2 13 INQiSTURE c uNU6 RC. =_ % TENT.' RC = %. SPECIFICATION: NL_ %. ❑. BILLING WILL BE MADE AT END OF MONTH J.�. p BY fr MATERIA NGINEER fY ENGR.) se011-e3.1 i 3 RELATIVE .:COMPACTION • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN Lq_00 L 00 2.400 P WET WT. AT COMPACTION 40 Q DRY WT. COMP. SPEC. R %MOISTURE 2. CONDITION OF MOLD 4L. u". OVE 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 .1669" L= K= (100% +N) Q =O +(1.007 +N) SM. RING' .0143 .1810�.. R = (P -Q) - Q V = FACTOR x Q = S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F METHd16 A ❑ B SUMMARY. RECORD WHOLE NUMBERS' tH OPT. PLACE DENSITY 2 13 INQiSTURE c uNU6 RC. =_ % TENT.' RC = %. SPECIFICATION: NL_ %. ❑. BILLING WILL BE MADE AT END OF MONTH J.�. p BY fr MATERIA NGINEER fY ENGR.) se011-e3.1 i 3 RELATIVE .:COMPACTION ❑ Preliminorr tests prior COUNTY OF ORANGE ` roaword of contract. ' -. GOAD DEPARTMENT Material Testing Section T � control tests al RELATIVE C PACTIO��(( materials actuollr 1�'. ...,... entering into works. �.J, Qf DATE RE I _ " jQ}}tract, use contract Item PROJECT -Y RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION ❑ LOCATION "_,REPRESENTING LIMITS TYPE MATERIAL�y�S. G. /? DEPTH DATE M - 25 TESTED BY: _ IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB " Ell WT. SAND RETAINED 3 CI WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY E VOLUME SAND_US_ED , 3 / $ F _ VOLUME CONE + RING _ / / G VOLUME TEST HOLE .l S OS H WT. EXC. SAMPLE + TARE ij I TARE WEIGHT . I _';y3 0, J WET WT. EXC. SAMPLE ZJ. 3 K WET DENSITY IN PLACE /i zq /S L DRY DENSITY IN PLACE 11TT` CONTRACTOR LA/,µ I- ?Y4-@ MAINTENANCE ❑ SUBD'. ❑' 'PERMITS ❑ RT LT OF FL STA �R6 BELOW FINISHED GRADE METHOD A.' MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB " WET WT. 245 3 DRY WT. 01 INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK 2 DRY WT. ROCK WET WT. -a Q DRY WT. TOTAL DRY WT. 3o ROCK R CORR.MAX.DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 245 3 '4 01 INITIAL WT. SPECIMEN d� P WET WT. AT COMPACTION 2 S - Q DRY WT. COMP. SPEC. R % MOISTURE ,2Y CONDITION OF MOLD 01m S HT. COMPACTED SPECIMEN Ov. T WET DENSITY I �✓^`hr _ V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C. F. C= A- B E= C+ D 9 'IT GONE +UNIT G =E -F K =J +G CONE .1667 - L= K= (f00� +N) Q= 0- (100 % +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 1 A METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE e b .O RC =— % TENT. RC = % SPECIFICATION: NL`% 'f v C D ❑ BILLING WILL BE MADE AT END OF MONTH OCT 3 = 1013 Pp��B� 4lssiauti 11%1.`1• P• BY sLG , r ENGINEER (C6Y.ENGR.) TNA TER IA ENGINEER RELATIVE COMPACTION ❑ Preliminary tests prior to award of contract. �y ❑' Control tests on materials actually entering into wanks. . COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE CAMPACTION I If contract, use contract item K 1 ''I PROJECT Z/ .41 J 'r RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION ❑ LOCATION 9—C RE TY DA - iQ� /N- CONTRACTOR %ALKt—K C-k OATt.S WT54DE A¢FeY. ® AINTENA NCE ❑ SUBD. ❑- PERMITS f g _❑ -" RT LT OF '.:SSA O� MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 - 4 A IN{TIP 81 WT. S C WT. S D TEST E VOLUN F VOLUN G VOLUN H WT. E. 1 TARE J WET N K WET D L DRY DI - iQ� /N- CONTRACTOR %ALKt—K C-k OATt.S WT54DE A¢FeY. ® AINTENA NCE ❑ SUBD. ❑- PERMITS f g _❑ -" RT LT OF '.:SSA O� MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 - 4 Oj INITIAL WT. SPECIMEN L 00 . P WET WT. AT COMPACTION 2400 2 Q 4 DRY WT. COMP. SPEC. R %MOISTURE —2.7 CON DI TI ONO_FMOLD GL 0 • UND S _ HT. COMPACTED SPECIMEN 10.97 10. T WET DENSITY 35.0 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 =) +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 RFrrjvFD OCT s ; I96,8 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IPA GO 37 MOISTURE I !o O�IE2 RC= q2 _% TENT. RC = SPECIFICATION: NL—% ❑ BILLING.WILL BE MADE AT END OF MONTH PUaUC. WQo�(�� `,�.�. L BY . — RESIDENT ENGINEER (ewrl hQGR.) stA Teal eNC�neeR ... sa.. -.3.t RELATIVE COMPACTION .: --- 0 ❑ Prelinrinov tests prior COUNTY OF ORANGE to ay.o,d o contract. ROAD DEPARTMENT Material Testing Section " Control tests on Iw. o. OR °R P.o. materials actually RELATIVE COMPACTION "I ente N ring into works. r . • DATE REPT -/] -4 If contraL`f ` se`cantract item PROJECT' _ -A ENCY C/ /VELvR�,ET /SS�'--;7cN RESIDENT ENGINEER (INSPECTOR) Q SC CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ MAWTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION }'F� q- STA 31 REPRESENTING LIMITS TYPE MATERIAL /Ve 5- 6 • DEPTH y" TO /d BELOW FINISHED GRADE DATE Zd 1, AGCY TESTED BY: Z S42OL' IN PLACE DENSITY A INITIAL WT. TEST SAND 'elz 66 B WT. SAND RETAINED __ R• / C WT. SAND USED 4 D TEST SAND DENSITY ,p E VOLUME SAND USED - - -- _D 1 9 F VOLUME CONE + RING /$(Q G VOLUME TEST HOLE //7/ H!WT. EXC. SAMPLE + TARE % Q I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE Q L _ DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE • FIELD— LAB WET WT. T MOLD NO. C, C,_ 1 DRY WT. 3 4 "; MOIST:, -M N SP. GR. ROCK.i.!:. . - WET WT. ROCK P DRY.WT. ROCK WET WT. — ' DRY WT. — a Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R REMARKS Test Method Calif. 2161 F C F IV ED 1 B• 1140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE I OPT. DENSITY 131 /r40 MOISTURE / g✓ RC= Q¢ TENT. RC = % SPECIFICATION: NL_% • OCT 2 1 1968 ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC Woijl, , LL BY 7ly/ 9.tDoD't� RESIDENT ENGINEER (CITY ENGR.) NftTERIALS ENGINEER raall.e 3.t RELATIVE COMPACTION • MAXIMUM DENSITY RATHOLE DATA T MOLD NO. C, C,_ 1 0,0 ,2 3 4 O INITIAL WT. SPECIMEN A4 - P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %, MOISTURE CONDITION OF MOLD j S HT. COMPACTED SPECIMEN ,/ T WET DEN SI TV / 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 .1810 R = (P —Q) + Q V = FACTOR x Q = S LG. RING 1 .0302 .1969 REMARKS Test Method Calif. 2161 F C F IV ED 1 B• 1140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN PLACE I OPT. DENSITY 131 /r40 MOISTURE / g✓ RC= Q¢ TENT. RC = % SPECIFICATION: NL_% • OCT 2 1 1968 ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC Woijl, , LL BY 7ly/ 9.tDoD't� RESIDENT ENGINEER (CITY ENGR.) NftTERIALS ENGINEER raall.e 3.t RELATIVE COMPACTION E] Preliminory tests prior to award at contract. MY Conti W mater enter PROJECT RESIDENT SEND REF LOCATIOP REPRESEI TYPE MA- DATE COUNTY OF ORANGE _ IN PLACE DENSITY A _ INITIAL WT. TEST SAND 0 B WT. SAND RETAINED N C WT. SAND USED s D TEST SAND DENSITY ,6 E VOLUME SAND USED Z7 F _ VOLUME CONE +RING G1 VOLUME TEST HOLE. 1317 HIWT. EXC. SAMPLE +TARE I TARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE 16 s20 K WET DENSITY IN PLACE IZX. on L _ DRY DENSITY IN PLACE METHCTDA MOISTURE SAMPLE FIELD LAB WET. WT.... C.Ci 1 DRY WT. `ra MOIST� 1 -M N SP. GR. ROCK 0 WET WT. ROCK Ag 00 DRY WT. ROCK WET WT. - a P DRY WT. - e _ TOTAL DRY WT. %, ROCK Q CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. C.Ci 1 C.Ci 2 3 4 0 INITIAL WT. SPECIMEN Ag 00 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. _ R % MOISTURE i _ CONDITION OF MOLD QVf.I. ar S HT. COMPACTED SPECIMEN za. 9 9 Lin 1 57 T WET DENSITY i lag, 3 / 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 -1 +N) Q= 0x(10017, +N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING 1 .0302 .1969 REMARKS Test Method Calif. 216 -F L 1 B- 140 y METHOD A ❑ B SUMMARY RECORD _WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE 3`TO 00% V' RC = 9Q % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY \ GR. 1 MATERIALS ENGINEER [3011 -09.1 _M RELATI RESIDENT ENGINEER ,. Y.. COMPACTION � .R_.... ❑Prelimi �sry tests prior to .w o contract, fGY Control tests on 1sL�+It materials actually i. • entering into works. If -. } D PROJECT?°' � RESIDENT ENGINtffR (INSPECTOR) Gam' SEND REPORT TO: CONSTRUCTION ❑ LOCATION REPRESENTING LIMITS TYPE MATERIAL - /�• S. Grs �P_ DATE /O —/S"— 6 $ TESTED _ IN PL_ ACE DENSITY A INITIAL W7. TEST. SAND LAB B WT. SAND RETAINED Q C _ WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND D ENSITY N E F GI VOLUME SAND USED VOLUME CONE + RING VOLUME TEST HOLE Il p HIWT. EXC. SAMPLE +TARE 1 TARE WEIGHT DRY WTT_ J WET WT, EXC. SAMPLE K L WET DENSITY IN PLACE__ DRY DENSITY IN PLACE 2 ,•Z'� COUNTY OF ORANGE ROAD DEPARTMENT f Material Testing Section :TUT 8c—.5537 1 FIELD NO.� ATIVE COMPACTI `' "a °R o OR P.O OR AHFP) S'• DATE REPTO. /&—/7-4L? TENANCE ❑. SUED. ❑ PER ❑ 1!'Tf. CL STA •f-SS _TO BELOPi`FINISHED GRADE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA GELD LAB WET WT. q1t, Q 2 3 DRY WT. 0 INITIAL WT. SPECIMEN % MOIST. �M N P. GR. ROCK P WET WT. ROCK - -. DRY WT. ROCK WET WT. Q DRY WTT_ TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY REMARKS: Test Method Calif. 216-F F­ -I LA 1 B- y METHOD A ❑ B UQ, MAXIMUM DENSITY RATHOLE DATA SUMMARY MOLD N0. C.C. 1 q1t, Q 2 3 4 0 INITIAL WT. SPECIMEN p P WET WT. AT COMPACTION M%ddop Q _ DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD 1 /undue S HT. COMPACTED SPECIMEN 110.3.2 110,61 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 1 - L = K _ (I00 . +N) Q = 0 _ (1000/,, + 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 F­ -I LA 1 B- y METHOD A ❑ B UQ, SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE p RC =_ % TENT. RC = % SPECIFICATION: NL_ %, ❑ BILLING WILL BE MADE AT END OF MONTH BY 2 / / / %,L CpoL M MATERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) /3011 -83.1 RELATIVE COMPACTION ❑ P'61 minory tests prior - - COUNTY OF ORANGE _ WT. TEST SAND T, .. to award oh contract ROAD DEPARTMENX - WT. SAND USED Mater►ll Testing Se =1 TEST NO C E VOLUME SAND USED - F l FIELD NO -. °I H 1IELATIVE - PACTION Co N T. N IW O. - materials acW °IYy -, .teri s.ct : WET WT. EXC. SAMPLE 'co s_ entering into works. ." /Zp� L zv I If co ontract item'. e- r - PROJECT _ HLGE G_T AGENCYA '��• <`' RESIDENT ENGINEER (INSPECT SOrCR) - - - C -- CTOR SEND REPORT TO: CONSTRUCTION ❑ :.: $tr MAINTENCWp1GE ❑ SUBO. p L(,TJQN ALLFY In -I� E ,,,s - RT LT OF STPi: RE -- _ ]SITING, LIMITS TYPE "TERIAL�y•S• -G.P •( -� TO .. - .�. ., DATE '%i — 2 — —? TESTED BYi IN PLACE DENSITY �A`-1MITIAL _ WT. TEST SAND B WT. SAND RETAINED _ - C WT. SAND USED O D TEST SAND DENSITY E VOLUME SAND USED - F VOLUME CONE +RING - .. G VOLUME TEST HOLE ty H WT. EXC. SAMPLE + TARE I TARE WEIGHT J WET WT. EXC. SAMPLE 'co K WET DENSITY IN PLACE /Zp� L DRY DENSITY IN PLACE N Z" METHOD :A`. .. • : MOISTURE SAMPLE FIELD - LAB WET WT. DRY WT. - - `YmMOIST. M - 3 -. SP. GR. ROCK 01 WET WT. ROCK DRY WT. ROCK WET.WT. PI DRY WT:r•i .. TOTAL DRY WT;. "_.. _ - o ROCK °'f- s --':. - CO RR. M AX . DE3�fStTY I I . REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F301143.1 R $Lj lGRADE N IN METHOD A C1 B I� SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /A& / MOISTURE OPtt RC = a% TENT. RC % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH - By MATE LS ENGINEER C011�PACTIaC MAXIMUM DENSITY RATHOLE DATA .. MOLD NO. 1 /' 2 - 3 -. 4 01 INITIAL WT. SPECIMEN PI WET WT. AT COMPACTION 2400, v4 4& _ - Qj DRY WT. COMP. SPEC. R %MOISTURE CONDITION OF MOLD - N Z" O U Z- -'" - S _ HT. COMPACTED SPECIMEN T WET DENSITY / / z_ V DRY DENSITY - - CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. - C = A - B C C _ D - UNIT - CONE +UNIT G =E -F K =J =G CONE .}667 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 - 1 .1969 I . REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) F301143.1 R $Lj lGRADE N IN METHOD A C1 B I� SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /A& / MOISTURE OPtt RC = a% TENT. RC % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH - By MATE LS ENGINEER C011�PACTIaC ❑Preli.inoy tests prior to .,d o contract. cont'44#08#5 an works. PROJECT— RESIDENT ENGINEER (INSPECT-0i SEND REPORT TO: CONSTRUCI LOCATION /* REPRESENTING LIMITS TYPE MATERIAL /V S, 6,1-_ DATE /,)– � Z– I N PLACE DENSITY FIELD INITIAL WT. TEST SAND WET WT. ­WT. 5 WT. SAND RETAINED Z,5 C WT. SAND _Z 7 D _USED _Fs-' TEST SAND DENSITY AZ 70 _UVOLUME SAND USED 20 F VOLUME CONE + RING WET WT. AT COMPACTION G I VOLUME TEST HOLE % ROCK HjW.T. EXC. SAMPLE DRY WT. COMP. SPEC. I TARE WEIGHT J WET WT. EXC. SAMPLE % MOISTURE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE CONDITION OF MOLD COUNTY OF -ORANGE ROAD DEPA T material ction 011 V E MPACTION.. �4 :t, use contract item 17 '/v 0,41V CONTRAC ❑ OUTSIDE AGENCY 0 - MAINTENANCE[ R7 aw_l DV-TH 7 T, TESTED BYt2S_& 179X-wQj4�_; - ---------- lle�_. METH( MOISTURE: W E FIELD LAS WET WT. ­WT. DRY �M MOLD NO. )IST IST:--. M0 N SP. GR. R 4 WET WT. ROd ., INITIAL WT. SPECIMEN DRY NT. ROCK A400 WET WT. DRY WT, 3 WET WT. AT COMPACTION TOTAL DRY WT. % ROCK CORR.MAX.DENSITY DRY WT. COMP. SPEC. REMARKS: Test Method Calif. 216-F 0 RESIDENT ENGINEER (CITY ENGR.) RELATIVE - )R &1444KE A2 keT,44� L SU13D. ❑ PERMITS LT OF q STATd —13ELOW FINISHED GRADE METHOD A ❑ B SUMMARY REM0, WHOLE NUMBERS r - N If N *PLACE � 01T.. DENSITY-I AP I /3S7 MOISTUREJ /20 go�gar RC TENT.,, RC = % ISPECIFICATION: NL_% ❑ BILLING WILLBE MADE AT END OF MONTH MAXIMUM DENSITY RATHO -DATA MOLD NO. C. C, I C.C. 2 4 0 INITIAL WT. SPECIMEN 240 0 A400 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD 'T/anday, Jvo v �'v S HT. COMPACTED SPECIMEN /40,77 T WET DENSITY 113,4.,& V1 DRY DENSITY 1131.9 I CONV.FACTOR=0.592 FACTOR x 0 = VOLUMES, C.F. C= A- 8 E= C r 0 _L UNIT CONE+UNIT G = E - F K=J -.G CONE .1667 - L = K - (I 007 +N) Q = 0 - (1.007 + N) SM. RING .0143 .1810 R = (P-Q) - Q V = FACTOR x Q + S LG. RING .0302 —7t REMARKS: Test Method Calif. 216-F 0 RESIDENT ENGINEER (CITY ENGR.) RELATIVE - )R &1444KE A2 keT,44� L SU13D. ❑ PERMITS LT OF q STATd —13ELOW FINISHED GRADE METHOD A ❑ B SUMMARY REM0, WHOLE NUMBERS r - N If N *PLACE � 01T.. DENSITY-I AP I /3S7 MOISTUREJ /20 go�gar RC TENT.,, RC = % ISPECIFICATION: NL_% ❑ BILLING WILLBE MADE AT END OF MONTH ElPreliminary tests prior to award of contract. J0Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing SemiDn RELATIVE COMPACTtOY-= pOR AHi P) d 9 A Ae ( IT contract, use contract Item PROJECT fiGG�✓ / .. ; - -. AGE GI. C1AbEWP0 N7 5E-1Ch. RESIDENT ENGINEER (INSPECTOR) .60 CONTRACTOR- .IAIRL.aE SEND FtSpQRT. TO: CONSTRUCTION ❑ AAGE CV :: _ AINTE NANCE ❑ SUBD. ❑: , PERMITS ❑ LOCATION d* ';( :'y RT LT OF (L STA Z'v REPRESENTING "LIMITS TYPE MATERIAL DEPTH TO /2 BELOW FINISHED GRADE DATE i ✓ - 22 - ('L TESTED BY: ZE, SO,C OL 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 ;L E VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE T H WT. EXC. SAMPLE + TARE _ 1 TARE WEIGHT 9.00 J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE 04jew .s ..METHOD A M_ 7PRE SAMPLE IELD LAB WET WT. MOLD NO. C.C,.1 DRY WT. '3 4 o MOIST. M ;L SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WET WT. DRY W Q TOTAL DRY WT. _ % ROCK CORR.MAX.DENSITY R REMARKS Test Method Colif. 216 -F 1 B- y METHOD A ❑ B MAXIMUM DENSITY RATHOLE DATA i2ECORD WHOLE NUMBERS IN OPT, PLACE MOLD NO. C.C,.1 C. t7. 2.1} '3 4 01 INITIAL WT. SPECIMEN ;L P WET WT. AT COMPACTION Q _ DRY WT. COMP. SPEC. R % MOISTURE • CONDITION OF MOLD 04jew .s /u dsw S HT. COMPACTED SPECIMEN T WET DENSITY 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= (100 °, +N) Q =0- (100 % +N) SM.RING .0143 .1810 R = (P —Q) - Q V = FACTOR x Q = 5 I LG. RING ..0302 .1969 REMARKS Test Method Colif. 216 -F 1 B- y METHOD A ❑ B SUMMARY. i2ECORD WHOLE NUMBERS IN OPT, PLACE DENSITY MOISTURE 4.2,0 C r RC = 9 b TENT. RC = SPECIFICATION: NL, %a ❑ BILLING WILL BE MADE AT END OF MONTH • t BY a J '�`� RESIDENT ENGINEER (CITY ENGR.) rAAreR s e n 1. 9al r t13.1 RELATIVE COMPACTI®N. � ; e.. ❑Preliminary tests prior to award o contract. Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT • Material Testing Section • TEST NG6 FC -x¢49 ' FIELD NO. 124 RELATIVE COMPACTION OOTOR P.OROR AHFP) G P DATE REPTD. t O ;J— fair RESr T ENGINEER (INSPEC SEND T TO CONSTR LOCATI REPRESENTING LIMITS TYPE MATERIAL%/. S DATE � -- _ in A It con TrOCT, Use contract Item I A91 y fOR) �,,,�.,'. CONTRACTOR1d/<1L.C�E�,-C r,5rQyc� 1CTION ❑ OUTSIDE AGE RCY ' MAINTENANCE ❑ SUBD ❑ PERMITS ❑ RT LT - OF rL STA *-. -.mss? IN PLACE DENSITY A _ INITIAL WT. TEST SAND LAB BI WT. SAND RETAINED C.p, 1 C WT. SAND USED % 7,8 5' -. D TEST SAND DENSITY____ Q E VOLUME SAND USED _ ?z/Q F VOLUME CONE + RING p G VOLUME TEST HOLE .S H WT. EXC. SAMPLE + TARE 2 , I TARE WEIGHT CORR.MAX. DEN SI TY J WET WT. EXC. SAMPLE Far& I j K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE over DEPTH - TO %-= "BELOW FINISHED GRADE TESTED BY: 1 • -CGIC [iL METHOD A MOISTURE SAMPLE - • FIELD LAB WET WT. _ MOLD NO. C.p, 1 DRY WT. 3 4 MOIST. M - N SP. GR. ROCK ' WET WT. ROCK P DRY WT. ROCK .2 WET WT. - p DRY WT. - 3 Q TOTAL DRY WT.' % ROCK - CORR.MAX. DEN SI TY R REMARKS: Test Method Calif. 216 -F 1 9- 1140 ti y METHOD A ❑ B ® . SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY S MOISTURE RC = % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • MAXIMUM DENSITY.RATHOLE DATA _ MOLD NO. C.p, 1 C•c. 2 3 4 01 INITIAL WT. SPECIMEN p P WET WT. AT COMPACTION .2 Q _ DRY WT. COMP. SPEC. - - R %MOISTURE Far& I j -3.3 CONDITION OF MOLD over J under S HT. COMPACTED SPECIMEN /O. r T WET DENSITY 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 a 0 0010 +N) Q = 0 _ (1.00% + 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 1 9- 1140 ti y METHOD A ❑ B ® . SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY S MOISTURE RC = % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH Preliminary tests prior to award at contract. Contro In teri, " enterir FAi REST SEND REP( LOCATION REPRESEN TYPE MATERIAL. - Al. r- DEPTH !!;4 O TO -y BELOW FINISHED GRADE DATE W— TESTED BY: x COUNTY OF ORANGE . .1_1!1...,,I'PLACE DENSITY A I WT. TEST SAND WET WT. B NO RETAINED 3 C WT. SAND USED ,�f -, D TEST SAND E _DENSITY VOLUME SAND USED WET WT. —, e F VOLUME CONE + RING /C3 10 G VOLUME TEST HOLE 1119C2 HIWT. EXC. SA _ + TARE I TARE WEIGHt -_ % MOISTURE J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD L A0 WET WT. C' C' 1 DRY WT. 3 o MOIST. M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK P WET WT. —, e DRY WT. i"w TOTAL DRY WT. Q % ROCK CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F • 1 B� 1140 y METHOD A ❑ B f$I SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / MOISTURE Opt RC= 87 -% TENT. 'RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE MADE AT END OF MWt D E V ED BY &Z D �� OCT 181968 R [ RESIDENT ENGINEER (CITY ENGR.) MATERIALS ENa1N PUBLIC WORKS DEPT., .aall.ea.t RELATIVE COMPACTION • _ MAXIMUM DENSITY RATHOLE DATA MOLD NO. C' C' 1 d.C.2 3 4 U1 INITIAL WT. SPECIMEN G P WET WT. AT COMPACTION i"w 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= (1007, +N) SM. RING .0143 .1810 R ='(P—Q) + Q V = FACTOR x W+ ;S LG. RING .03� .1969 REMARKS: Test Method Calif. 216 -F • 1 B� 1140 y METHOD A ❑ B f$I SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / MOISTURE Opt RC= 87 -% TENT. 'RC = % SPECIFICATION: NL_%. ❑ BILLING WILL BE MADE AT END OF MWt D E V ED BY &Z D �� OCT 181968 R [ RESIDENT ENGINEER (CITY ENGR.) MATERIALS ENa1N PUBLIC WORKS DEPT., .aall.ea.t RELATIVE COMPACTION ❑ Preliminary tests prior COUNTY OF ORANGE ` to award o contract. _ ROAD DEPARTMENT Material Testing Section 'TEST NO. C— 5Z $2 . FIELD NO. Z G1F RELATIVE COMPACT 101 caNT No ..Oft Control tests on - CON OR P.O. OR ANFPI mato"ols actually entering into works. 'e DATE REPTD, If contract, US ' tract item PROJECT 23- - ' NCY�G��� /iI(.!/ RES1I NT ENGINEER (INS PE TOR ) '- t I 6ONTRACTOR_6V�A SEND RT TO: CONSTRUCTION ❑ nc - MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION Z --M r t OF (L STA REPRESENTING LIMITS TYPE MATERIAL S: ,{j.F. DEPTH .� � G TO BELOW FINISHED GRADE DATE TESTED BY: F 50Y �L IN PLACE DENSITY A _ INITIAL WT. TEST SAND WET WT. B WT. SAND RETAINED 3 C WT. SAND USED 7 D TEST SAND DENSITY__ Z, p E VOLUME SAND USED: ` _ / F VOLUME CONE + RING , G VOLUME TEST HOLE % ROCK . H WT. EXC. SAMPLE 1 TARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE ' ,�4) K WET DENSITY IN PLACE B, L DRY DENSITY IN PLACE 44ETHOD A MOISTURE SAMPLE FIELD LAB WET WT. 1 DRY WT. 3 7, MOIST. ' M - N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK P WET WT. – DRY WT— TOTAL DRY WT.' Q % ROCK . CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F • 1 B- –5 FIELD +5 1% WET) METHOD A D B SUMMARY RECORD WHOLE NUMBERS N OPT, PLACE DENSITY II MOISTURE 'GL6^,ET- RC = % TENT. RC SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F3011 -83.1 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 CL. /OU S HT. COMPACTED SPECIMEN 10.3-7 T WET DENSITY I k17.0 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) W. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • 1 B- –5 FIELD +5 1% WET) METHOD A D B SUMMARY RECORD WHOLE NUMBERS N OPT, PLACE DENSITY II MOISTURE 'GL6^,ET- RC = % TENT. RC SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F3011 -83.1 RELATIVE COMPACTION ❑oreli to minar tests prior COUNTY OF ORANGE award o %contract. ROAD DEPARTMENT . . -_ Material Testing Section TEST 4 C- S2 3 FIELD NO 3 6 RELATIVE COMPACTION - entering NOR Control tests on O. 1'M O. OR. P.O.'OR AHFPI I ® materials actually . entering into works. r D D /D /dam ^` ATE RE D. � If contract, ose controct item PROJECT C— / /Z3-L� AGENCY.��N' "EWPa.E.T' .KFFWCf! RESItWNT ENGINEER (INSPECTOR) Q I 1 - CONTRACTOR 1t1461!CEiC' # A14/ -ii.S O Y: €PORT TO: 4 CONSTRUCTION ❑ AGE MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ - RT--EfibF rL STA 51��G Ht G.:41A TYP ERIAL_ DATE _ IN PLACE DENSITY A INITIAL WT. TEST SAND WET WT. �. B WT. SAND RETAINED M"'"3 C WT. SAND USED SP. GR. ROCK D TEST SAND DENSITY - of E - -1 --- VOLUME SAND USED WET WT. — .4 F VOLUME CONE RING G VOLUME TEST HOLE ,ZC H WT. EXC. SAMPLE +TARE I TARE WEIGHT �, J WET WT. EXC. SAMPLE Z K WET DENSITY IN PLACE 24e L _ DRY DENSITY IN PLACE OL -t DEPTH ��% ' TO .L � 7" BELOW FINISHED GRADE TESTED, BY: OL - -HOD A MOISTURE SAMPLE FIELD '' LAB WET WT. �. DRY WT. G,C 1 % M015T. 3 "" SP. GR. ROCK O WET WT. ROCK of DRY WT. ROCK WET WT. — .4 P DRY WT. — +. TOTAL DRY Wig.. ROCK Q CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F • 140 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /-? r 13(a MOISTURE / l✓ Oc RC = 2, TENT. RC = % SPECIFICATION; NL_% ❑ BI.LLING WILL BE MADE AT END OF MONTH Jj BY 7 /y/ Q WA -a= MA ERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) 1301143.1 RELATIYE COMPACTION • _ MAXIMUM DENSITY RATHOLE DATA MOLD N0. G,C 1 26 3 "" 4 O INITIAL WT. SPECIMEN of � oo P WET WT. AT COMPACTION _ ajgoL) Q DRY WT. COMP. SPEC. R % MOISTURE 4'2. Q fyt�r� CON DI Ti ON OF MOLD OL -t (34 U.Vp- 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) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • 140 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /-? r 13(a MOISTURE / l✓ Oc RC = 2, TENT. RC = % SPECIFICATION; NL_% ❑ BI.LLING WILL BE MADE AT END OF MONTH Jj BY 7 /y/ Q WA -a= MA ERIALS ENGINEER RESIDENT ENGINEER (CITY ENGR.) 1301143.1 RELATIYE COMPACTION I Preliminary tests prior C COUNTY OF ORANGE to awaid of contract. . . R ROAD DEPARTMENT �$C- ' E Material Testing Sectors T TEST � FIELD NO. �- C Cont aI feats on R RELATIVE COURT N# - - w O ?OR P OROR R RNFrt natesiati actually entetinp into works. DATE R lb —6 =!' I If contract, use Salltract item D REP l PROD E RESIDENT ENGINEER (INSPECTOR)�dN SEND REPORT TO: CONST TION ❑ LOCATION. Z Sr REPRESENTING LIMITS TYPE MATERIAL DEPTH DATE TESTED BY: E _ IN PLACE DENSITY _ A INITIAL WT. TEST SAND 3 SO B WT. SAND RETAINED C WT. SAND USED _ D TEST SAND DENSITY 62, 0 E VOLUME SAND_US_ED s F VOLUME CONE + RING 1 Q G I VOLUME TEST HOLE HWT. EXC. SAMPLE +TARE Z , �$- I TARE WEIGHT J IWET WT. EXC. SAMPLE K WET DENSITY IN PLACE _ L DRY DENSITY IN PLACE LAL MAI N_ TR ACTOR_ITL KQ1K .! L6Y NCE SUBDO D RT--L- � STA� j6 /J ,r BELOW FINISHED METHOD A' MOISTURE„SAMPLE _FIE, a: LAB WET WT. DRY WT. MOIST. M N SP. GR. ROCK WET WT, RO%' DRY WT. ROCK - -- :. WET WT. — e DRY. WT. TOTAL DRY WT. % ROCK CORR. MAX .DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 CZ 3 4 0 INITIAL WT. SPECIMEN pU 400 P WET WT. AT COMPACTION O 9 Q DRY WT. COMP. SPEC. R %, MOISTURE L D CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY �G Vi DRY DENSITY CONY. FACTOR =0.592 FACTOR x.Q = VOLUMES, C.F. C= A- B E = C A D UNIT CONE +UNIT G =E - F K = J = G CONE .1667 - L= K >(I000 +N) Q =O +(100 % +N) SM.RING .0143 .1BI R = (P -Q) + Q V = FACTOR x Q + 5 LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F I B- AI ­IP METHOD A Q B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY %5 MOISTURE RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY. g�� RESIDENT ENGINEER (CITY ENGR.) ^ ?ERrn LS eNClnees ,3011 -83.0 RELATIVE COMPACTION LAL MAI N_ TR ACTOR_ITL KQ1K .! L6Y NCE SUBDO D RT--L- � STA� j6 /J ,r BELOW FINISHED METHOD A' MOISTURE„SAMPLE _FIE, a: LAB WET WT. DRY WT. MOIST. M N SP. GR. ROCK WET WT, RO%' DRY WT. ROCK - -- :. WET WT. — e DRY. WT. TOTAL DRY WT. % ROCK CORR. MAX .DENSITY . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 CZ 3 4 0 INITIAL WT. SPECIMEN pU 400 P WET WT. AT COMPACTION O 9 Q DRY WT. COMP. SPEC. R %, MOISTURE L D CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY �G Vi DRY DENSITY CONY. FACTOR =0.592 FACTOR x.Q = VOLUMES, C.F. C= A- B E = C A D UNIT CONE +UNIT G =E - F K = J = G CONE .1667 - L= K >(I000 +N) Q =O +(100 % +N) SM.RING .0143 .1BI R = (P -Q) + Q V = FACTOR x Q + 5 LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F I B- AI ­IP METHOD A Q B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY %5 MOISTURE RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY. g�� RESIDENT ENGINEER (CITY ENGR.) ^ ?ERrn LS eNClnees ,3011 -83.0 RELATIVE COMPACTION . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 CZ 3 4 0 INITIAL WT. SPECIMEN pU 400 P WET WT. AT COMPACTION O 9 Q DRY WT. COMP. SPEC. R %, MOISTURE L D CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY �G Vi DRY DENSITY CONY. FACTOR =0.592 FACTOR x.Q = VOLUMES, C.F. C= A- B E = C A D UNIT CONE +UNIT G =E - F K = J = G CONE .1667 - L= K >(I000 +N) Q =O +(100 % +N) SM.RING .0143 .1BI R = (P -Q) + Q V = FACTOR x Q + 5 LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F I B- AI ­IP METHOD A Q B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY %5 MOISTURE RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY. g�� RESIDENT ENGINEER (CITY ENGR.) ^ ?ERrn LS eNClnees ,3011 -83.0 RELATIVE COMPACTION REMARKS: Test Method Calif. 216 -F I B- AI ­IP METHOD A Q B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY %5 MOISTURE RC % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY. g�� RESIDENT ENGINEER (CITY ENGR.) ^ ?ERrn LS eNClnees ,3011 -83.0 RELATIVE COMPACTION 16 E. ❑Preliminary tests prior to award o contract. f:7 Control tests on 4� materials actually • entering into works. COUNTY OF ORANGE - ROAD DEPARTMENT IV c8 Material Testing Section . TEST NO. C —SO $X FIELD NO. �— RI ELATIVE COMPACTION °R IW.O. OR P O. OR AHFP) PROJECT - l_ RESIDENT ENGINEER (INSPECTOR) SEND PRT TO: CONSTRUCTION El AGENCY AGENCY LOCATI ""/F- ���+/- �.F•FT' Sio.P�r OP,fiN REPRESENTING LIMITS TYPE MATERIAL DEPTH DATE /G -110-4-8 TESTED BY: X _ IN PLACE DENSITY A INITIAL T. TEST SAND p B C WT. SAND RETAINED WT. SAND _USED _ � D TEST SAND_DENSIT_Y_ `7o MOIST. E _F VOLUME SAND USED 3 7 VOLUME CONE + RING 1 •!A /o- G VOLUME TEST HOLE 7 HIWT. EXC. SAMPLE +TARE I TARE WEIGHT „90 J WET WT. EXC. SAMPLE p K WET DENSITY IN PLACE b 2, L DRY DENSITY IN PLACE DATE REPT e codtract item AGENCY c /iY.c v✓Oo,Pr .vE -dG.K CONTRACTOR ® MAINTENANCE ❑�,,��_,�� BD. ❑ PERMITS Lam, OF rL STA 3 !-`' _ TO /- 'd.. BELOW FINISHED GRADE METHOD A MOISTURE SAMPLE • FIELD LAB WET WT. MOLD NO. DRY WT. C. a.2 - 3 `7o MOIST. - N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT. AT COMPACTION WET WT. - a DRY WT. TOTAL DRY WT. -.--a6 DRY WT. COMP. SPEC. % ROCK CORR.MAX.DENSITY REMARKS: wti Zlf .X Test Method Calif. 216 -F RFCFIVFO 40 OCT 91968 1 B- 1140 METHOD, A C3 B SUMMARY RECORD WHOLE NUMBERS to Lbo P DENSITY MOISTURE RC= --&7-% TENT. RC = % SPECIFICATION: NIL % ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC WORKS b_.1 I. BY ; RESIDENT ENGINEER (CITY ENGR.) MATER Ls ENGINEER F301143.1 RELATIVE .COMPACTION - 4- -yea • MAXIMUM DENSITY RATHOLE DATA MOLD NO. C, a, 1, C. a.2 - 3 4 Qj INITIAL WT. SPECIMEN 2,400 P WET WT. AT COMPACTION 4oc Q -.--a6 DRY WT. COMP. SPEC. R % MOISTURE �e CON DITI ON OF MOLD VA !V 103 xt 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 + (100-1 +N) Q = 0 -- (100% + N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: wti Zlf .X Test Method Calif. 216 -F RFCFIVFO 40 OCT 91968 1 B- 1140 METHOD, A C3 B SUMMARY RECORD WHOLE NUMBERS to Lbo P DENSITY MOISTURE RC= --&7-% TENT. RC = % SPECIFICATION: NIL % ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC WORKS b_.1 I. BY ; RESIDENT ENGINEER (CITY ENGR.) MATER Ls ENGINEER F301143.1 RELATIVE .COMPACTION - 4- -yea Prehminar tests prior to awa,d o(contract. A COUNTY OF ORANGE ROAD DEPARTMENT LAB �- — WT. SAND RETAINED -WT SAND USED Material Testing Section TEST fie C— SO A4, TEST SAND DENSITY INITIAL WT. SPECIMEN E FIELO NO. - Control tests 00 t RELATIVE COMPACTION' caNT. NO.OR (W.O. OR P.O. OR AHFPI GI - materials actually —L H WT. EXC. SAMPLE +TARE - entering into works. I ' - DATE REPTD. /O- % -{&z J WET WT. EXC. SAMPLE _ 1f. contract, use contract item K PROJECT mss- E. _ AGENCY RESIDENT ENGINEER (INSPECTOR) 432' a CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ a ., ;,r® MAINTENANCE ❑ SUBD. ❑ PERMITS_❑ LOCATION S - a'c'T- �OR(VSTA REPRESENTING LIMITS T TYPE MATERIAL T•ev, ;'• , DEPTH G TO ,4z- BELOW FINISHED GRADE DATE --4 —4 f VI TESTED BY: 141 ./A.t. _ IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B —& WT. SAND RETAINED -WT SAND USED 3 D TEST SAND DENSITY INITIAL WT. SPECIMEN E VOLUME N F VOLUME CONE +RING WET WT. ROCK GI VOLUME TEST HOLE —L H WT. EXC. SAMPLE +TARE OJT I TARE WEIGHT z J WET WT. EXC. SAMPLE CORR.MAX.DENSITY K WET DENS, TY IN PLACE L DRY DENSITY IN PLACE CONDITION OF MOLD METHOD A MOISTURE 9AMPLE . MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 2 3 DRY WT. O INITIAL WT. SPECIMEN y, MOIST. 1 M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - d_ - DRY WT, -4 TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY EL k REMARKS: Test Method Calif. 216 -F 1 B- 140 u/ METHOD A ❑ B J4 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IZ 1L B V MOISTURE r RC = °%2 % TENT. RC = % SPECIFICATION: NL ^% ❑ BILLING WILL BE MADE AT END OF MONTH By • / ^MATE ALS ENGINEER !�f ..... RESIDENT ENGINEER (CITY ENGR.) i F 19011 -83.1 RELATIVE COMPACTION . � ... "'. >�,>sa+4�a':••..: ._ ° .. �:' i7�leibtifliii '�I�T- Otine.'nit{r.1J.i..�t- -.. . MAXIMUM DENSITY RATHOLE DATA MOLD NO. GS 1 2 3 4 O INITIAL WT. SPECIMEN 00 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE EL ° CONDITION OF MOLD p S HT. COMPACTED SPECIMEN 2 C- 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 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 k REMARKS: Test Method Calif. 216 -F 1 B- 140 u/ METHOD A ❑ B J4 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY IZ 1L B V MOISTURE r RC = °%2 % TENT. RC = % SPECIFICATION: NL ^% ❑ BILLING WILL BE MADE AT END OF MONTH By • / ^MATE ALS ENGINEER !�f ..... RESIDENT ENGINEER (CITY ENGR.) i F 19011 -83.1 RELATIVE COMPACTION . � ... "'. >�,>sa+4�a':••..: ._ ° .. �:' i7�leibtifliii '�I�T- Otine.'nit{r.1J.i..�t- -.. A3. Preliminary tests prior to award of controct. x r1� Control tests on materials actually • entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION TEST NDi'C— SO OA FIELD NO. r�,. �. ' C ONI'. NO. ON (W.O. OR P.O. OR AHFPI DATEREPTD. ffQ_7 -42 PROJECT —]:�'AGENCY RESIDENT ENGINEER (INSPECTOR) 001V —40/C 1S0VI1 CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION X>.,o a 0,0 -4Fi�v RT LT OF CL STA fn y- -(3 REPRESENTING LIMITS TYPE MATERIAL zy '/1• DEPTH TO �/� �BELOW FINISHED GRADE DATE /G --4 - e-6 TESTED BY: -e ilS.rL ` IN PLACE DENSITY A _ INITIAL WT. TEST SAND _ O 31 WT. SAND RETAINED 3 CT _ WT. SAND USED p DI TEST SAND DENSITY N E I VOLUME SAND USED _S WET WT. ROCK F VOLUME CONE +RING o G VOLUME TEST HOLE 7 a H IWT. EXC. SAMPLE + TARE I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE 0 •OS K WET DENSITY IN PLACE _7, 7 L DRY DENSITY IN PLACE "METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. C,C, 2 3 DRY WT. 0 INITIAL WT. SPECIMEN %40,n 7 MOIST. M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK Q DRY WT. COMP. SPEC. WET WT. - 3 a DRY WT. — i TOTAL DRY WT. % ROCK CORR.MAX.DENSITY CONDITION OF MOLD • MAXIMUM DENSITY RATHOLE DATA _ MOLD N0. C.Q 1 C,C, 2 3 4 0 INITIAL WT. SPECIMEN %40,n jL 4 p p P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD S /ondav J/0 060 _ S HT. COMPACTED SPECIMEN /40.7)t C3 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 =O +(100 % +N) SM. RING .0143 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302 .1969 REMARKS: 941ti Se6t, Test Method Calif. 216 -F 140 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY / /3W z 3. MOISTURE RC= 67 % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY, f /r //_ I. RESIDENT ENGINEER (CITY ENGR.) StA TE LS'ENOINEER i3011 -83.1 RELATIVE '... COMPACTION, i ❑ o award tests Prior ' COUNTY OF ORANGE IL to award of contract. ROAD DEPARTMENT .. Control tests on materials actually . entering into works. TEST PTO' NO. C ON T. O. OR (W.O. OR N P.O. OR gNFPo ' -4z.a K DATE REPT,4 . 'c PROJECT t - / /2.S --t7 RESIDENT ENGINEER (INSPECTOR) �/ ^/ CONTRACTOR. AA/ F��se- RiFT.FC_ SEND REPORT TO: CONSTRUCTION ❑ AAGEttiicr MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION SIfGON.OjQ1-- SToAei�! OP " RT.LT OFq- STA REPRESENTING LIMITS TYPE MATERIAL ". A IT,, F. DEPTH / TO /� BELOW FINISHED GRADE DATE iO --i -6d TESTED BY: ,-f <dgdF REMARKS: Prime S, .Et / Test Method Calif. 276 -F • RESIDENT ENGINEER (CITY ENGR.) ,9011 RELATIVE. I B• METHOD A ❑ 8 SUMMARY... -.., .. . RECORD WHOLE NUMBERS IN —OPT. DENSITY ��fO MOISTURE PLACE lY RC._ % TENT. RC =' % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY�.z% 1 MAT PALS ENGINEER COMPACTION IN PLACE DENSITY MAXIMUM DENSITY RATHOLE DATA METHOD A MOISTURE SAMPLE A _ INITIAL WT. TEST SAND 2 B WT. SAND RETAINED — 01 INITIAL WT. SPECIMEN LAB C WT. SAND USED —�, , 7 ! _ WET WT. _FIELD D TEST SAND DENSITY Q DRY WT. E _ _ VOLUME SAND USED % MOIST. MN. ,�� O F VOLUME CONE + RING I 1/15/0 SP. GR. ROCK UNpv,Q GI VOLUME TEST HOLE WET WT. ROCK HT. COMPACTED SPECIMEN H WT. EXC. SAMPLE +TARE (, p ;_ DRY WT. ROCK T I TARE WEIGHT p WET WT. _ J WET WT. EXC. SAMPLE DRY WT. - K WET DENSITY IN PLACE VOLUMES, C.F. C= A- B TOTAL DRY WT. L _ DRY DENSITY IN PLACE _ K = ! - G %ROCK .1667 - CORR.MAX.DENSITY Q = 0: (100 %+ N) REMARKS: Prime S, .Et / Test Method Calif. 276 -F • RESIDENT ENGINEER (CITY ENGR.) ,9011 RELATIVE. I B• METHOD A ❑ 8 SUMMARY... -.., .. . RECORD WHOLE NUMBERS IN —OPT. DENSITY ��fO MOISTURE PLACE lY RC._ % TENT. RC =' % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY�.z% 1 MAT PALS ENGINEER 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 ,�� O CONDITION OF MOLD UNpv,Q 6VCA 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 = ! - G CONE .1667 - L= K + (10016 +N) Q = 0: (100 %+ N) SM. RING .0143 .1810 R = (P -Q) _ Q V = FACTOR x Q: 5 LG. RING .0302 1 .1969 REMARKS: Prime S, .Et / Test Method Calif. 276 -F • RESIDENT ENGINEER (CITY ENGR.) ,9011 RELATIVE. I B• METHOD A ❑ 8 SUMMARY... -.., .. . RECORD WHOLE NUMBERS IN —OPT. DENSITY ��fO MOISTURE PLACE lY RC._ % TENT. RC =' % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY�.z% 1 MAT PALS ENGINEER COMPACTION " Preliminary tests prior to oward of contract. � COUNTY OF ORANGE ROAD DEPARTMENT. . .= WT. SAND RETAINED 00 C s+ - o Material Testing Section TfaT,•G -. so 2.2 • E VOLUME SAND USED A'l ELD NO Control tea, _ VOLUME CONE + RING RELATIVE COMPACTION. Q ° W R O OR AHFPI �`s`: materials actually 'l �"4'` H WT. EXC. SAMPLE r + +;• entering into works. I TARE WEIGHT CORR.MAX.DENSITY T WET WT. EXC. SAMPLE if contract, use contract item K PROJECT C.r !l .0 .3 - D p AG C /.V 4r, 4 f RESIDENT ENGINEER (INSPECTORI� 0,1 Al CONTRACTORL�.�,j�L -fit? SEND REPORT TO:. CONSTRUCTION ❑ AUT f AGENCr, AINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCA,T;.t+r'. • — RT LT OF �. STA REPRESENTING" LIMITS - TYPE MATERIAL ,1--ee-00 V DEPTH 7� TO 3., H BELOW FINISHED GRADE . DATE /G -.0 - /_A TESTED BY: 4 "45499' CONV. FACTOR =0.592 IN PLACE DENSITY Al _ INITIAL WT. TEST SAND LAS B WT. SAND RETAINED 00 C _ WT. SAND USED - o D TEST SAND_DENSITY E VOLUME SAND USED 1_7077 F _ VOLUME CONE + RING i I -e4o G VOLUME TEST HOLE G H WT. EXC. SAMPLE I TARE WEIGHT CORR.MAX.DENSITY T WET WT. EXC. SAMPLE Z4, za K WET DENSITY IN PLACE p L _ DRY DENSITY IN PLACE METHOD A `MbiSTURE SAMPLE . MAXIMUM DENSITY RATHOLE DATA =- "FIELD LAS WET WT. Qtc 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. -— -- TOTAL DRY W3':'.• %, ROCK R CORR.MAX.DENSITY t REMARKS: Test Method Calif. 216 -F • 1 B� -3 FtELD +S ( %WETI METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY.:` jlle, JS 4m MOfSTURE A O ! Y RC 8S % TENT. RC = % SPECIFICATION: NL_% D B I LLING WILL BE MADE AT END OF MONTH . MAXIMUM DENSITY RATHOLE DATA MOLD NO. C.0 1 Qtc 2 3 4 01 INITIAL WT. SPECIMEN P WET WT, AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE t , CONDITION OF MOLD eta u►tdar 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 =J_G CONE .1667 - L= K= (100 % +N) Q =0 +(1.00 % +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 FtELD +S ( %WETI METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY.:` jlle, JS 4m MOfSTURE A O ! Y RC 8S % TENT. RC = % SPECIFICATION: NL_% D B I LLING WILL BE MADE AT END OF MONTH Preliminory tests Prior COUNTY OF OF to award of contract. ROAD. DEPART Mi Control tria(E actually ests on [RE tA mate entering into works. �^y PROJECT Q4 A L 1 RESIDENT ENGINEER (INSPECTOR) 0(3 SEND REPORT TO: CONSTRUCT12N ❑ LOCATION Q 14,L) 21 AV., 2S S0. REPRESENTING LIMITS. JJV. 6'r0IZM _ TYPE MATERIAL IM F. DATE STED f _ IN PLACE DENSITY .Al INITIAL WT. TEST SAND WET wT...•�... B WT. SAND RETAINED �, 0 C WT. SAND USED 5Q D __ TEST SAND DENS)TY ' E VOLUME SAND _USED_ _ WET WT. -e F VOLUME ONE + RING 1 G VOLUME TEST HOLE . /.>x/ H WT. EXC. SAMPLE + TARE �], 0 I TARE WEIGHT %, MOISTURE J WET WT. EXC. SAMPLE (o ;7 K WET DENSITY IN PLACE CONDITION OF MOLD L _ DRY DENSITY IN PLACE Y COM TUN (W. a. t CON at DATE R ue cgltmct item z AGENCY C' N' CONTRAtQ�-TOR: MAINTENANCE, Ol FIT LT Gl.A�FC 'vT £g METHS r MOISTURE ? 1PLE FIELO LAB WET wT...•�... 1 DRY WT' 3 j MOIST. I M N SP. GR. ROCK 0 p WET WT. ROCK ' DRY WT. ROCK P WET WT. -e DRY WT. _3 TOTAL DRY WT. Q % ROCK CORR.MAX. DENS) TY . MAXIMUM DENSITY RATHOLE DATA MOLD N0. 1 244-4, 3 4 0 INITIAL WT. SPECIMEN 0 p P WET WT. AT COMPACTION Q _ DRY WT. COMP. SPEC. - R %, MOISTURE 1 O 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= 0 UNIT CONE +UNIT G =E - F K =J =G CONE 1667 - L= Kr(IDOo +N) 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 OCT 1 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY r MOISTURE TENT. RC = % SPECIFICATION: NL_% PUBLIC WOW DEPT 14 BILLING WILL BE MADE AT END OF MONTH ❑Preliminary tests prior to .ward of contract. r I� Control tests on materials actually entering into works. COUNTY OF ORANGE ..; ROAD DEPARTMENT Material Testing Section PROJECT DAHL/ /A '�r SEC, RESIDENT ENGINEER (INSPECTOR SEND REPORT TO: CONSTRUCT LOCATION SE GONG RV.. REP TYPI DAT RELATIVE COMPACTION 1MR S. F. I If contract. use contract item I N. & _ TEST NO — %Z FIELD N4.2 Q CONT. NO O (W.O. R P.O. OR AH P) 1 {JVry .•glnvr r+ItV Jwty CONTRACTOR `"Ml -r 1= 1N —VMIGJ ION ❑ RcT Lam+`, MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ 25' E. Z DAl4LlA RT LT OF (� STA • A IN171AL E3 WT. SAP C WT. SAP D TEST SI E VOLUME F VOLUME G VOLUME H WT. EXC I TARE WI J WET WT K WET DEI L DRY DEt` RELATIVE COMPACTION 1MR S. F. I If contract. use contract item I N. & _ TEST NO — %Z FIELD N4.2 Q CONT. NO O (W.O. R P.O. OR AH P) 1 {JVry .•glnvr r+ItV Jwty CONTRACTOR `"Ml -r 1= 1N —VMIGJ ION ❑ RcT Lam+`, MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ 25' E. Z DAl4LlA RT LT OF (� STA • MAXIMUM DENSITY RATHOLE DATA MOLD NO. At 1 qP 2 3 4 01 INITIAL WT. SPECIMEN zL /p0 :2 �', -, P WET WT. AT COMPACTION Z .4 0 0 Q DRY WT. COMP. SPEC. R %MOISTURE 7-LD - CONDITION OF MOLD S HT. COMPACTED SPECIMEN lo. 2 T WET DENSITY /3 G_ 134, 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 • METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE TENT. RC = % SPECIFICATION: NL % ❑ BILLING WILL BE MADE AT END OF MONTH By RESIDENT ENGINEER (CITY ENGR ) MATER IA ENGINEER r3011_83.1 RELATIVE .COM:PACTION. 4� �. ❑ Preliminary tests prior ' ,,nary of contract. .. • ®Control tests on materials actually entering into works. COUNTY OF ORANGE A ROAD DEPARTMENT B Material Testing Section TEST NO — _RETAINED WT. SAND USED FIELD N RELATIVE COMPACTION w " P O OR G 11`111? iii. 1• k VOLUME CONE + RING If contract, use contract item. DATE REPTO. HIWT. PROJECT L)AH L1r _„ �'-- J AGENCY -IN 3J- RESIDENT ENGINEER (INSPECTOR) DON RoBI1'1S01%j. - CONTRAC' SEND REPORT TO: CONSTRUCTION fAQENCouTSfDV E � MAINTENANCE ❑ LOCATION �cCO1�L AV• �OG�W�`L' t<EkrJ� ! r, i•- RT REPRESENTING LI TYPE MATERIA _ DATE )0_ - IN PLACE DEN. A _ INITIAL WT. TEST SAND B WT, SAND C _RETAINED WT. SAND USED D TEST SAND DENSITY E VOLUME SAND USED F VOLUME CONE + RING G _ VOLUME TEST HOLE HIWT. EXC. SAMPLE +TAR I TARE WEIGHT J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE SUEID. Ll LT OF STA . MAXIMUM. DENSITY RATHOLE DATA MOLD NO. 1 2 kG 3 4 01 INITIAL WT. SPECIMEN z P WET WT. AT COMPACTION " Q _ DRY WT. COMP. SPEC. - R % MOISTURE ` CONDITION OF MOLD /,'� �. _ C'16 ,E 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 GONE +UNIT G =E — F K = J +G CONE -.1667 — L= K= (100 -1 +N) Q =0- (100 % +N) $M. 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.) I'9011 -ee.f RELATIVE METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE �/ DENSITY //6-* 2D MOISTURE T 7t. OV 1-K RC = Z % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH ❑Preliminary tests prior to award of contract. Control tests an materials actually • - entering into works. PROJECT Sti'_V rev qy RESIDENT ENGINEER (INSPECT SEND REPORT TO: CONSTRU LOCATION Ec01 -- REPRESENTING LIMITS TYPE MATERIAL� — �q-�`J'�t DATE Ib -n x-'06 IN PLACE DENSITY A _ INITIAL WT. TEST SAND 3O B WT. SAND RETAINED $. C _ WT. SAN D_USED D TEST SAND DENSITY N E VOLUME SAND USED _ _d343 F VOLUME CONE +RING G VOLUME TEST HOLE / A19 HIWT. EXC. SAMPLE + TARE 20, 1 TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE Q K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section • TEST IV i t FIELD NOC 11 RELATIVE COMPACTION w °' °¢ _ it P ) . 6. F DATE REPTD. If contract, use COD1fOC1 •t1erR DAHLIA AGENCY Z) 60N 1'<OIP11V Z Urj CONTRACTOR WALI4t =K '-'L ATt'J j3p� AGENCY MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ -ILi' ❑FERN LEAF RT LT OF (�. STA DEPTH TO > 8 BELOW FINISHED GRADE - TESTED BY: CLA{2k ''0 COATE I METHOD A MOISTURE SAMPLE FIELD LAS WET WT. pp DRY WT. $ ✓r MOIST. M 9,09 N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT. - s DRY WT. i3 TOTAL DRY WT. % ROCK CORR.MAX.DENSITY MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 2 3 IPI WET WT. AT COMPACTION I7LL/ -/3 14a/9S- I I I MOISTURE TY CONY- FACTOR =0.592 FACTOR x Q = 13o ?,4o VOLUMES, C.F. C= A- B E= C= D UNIT CONE+ G =E - F K =J =G CONE A667 - L = K - (1 Do- + N) Q = 0 - (100% + N) SM. RING .0143 .181 R = (P -Q) - Q V = FACTOR x Q _ S LG. RING, .0302 .19E REMARKS: RUN THIS O12t O Q Test Method Calif. 216 -F J METHOD A $1 B ❑ SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /04- 3 MOISTURE CI RC = _&L— % TENT. RC = % IS-PECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH By RESIDENT. ENGINEER (CITY ENGR.) ��' MATERt EN6I MEER RELATIVE COMPACTION ❑ Preliminary tests prior COUNTY OF ORANGE to award orcontroct. ROAD DEPARTMENT1S— Material Testing Section TEST NO. C— Jos? ® ° °+r°I tests on RELATIVE COMPACTION W OTOR P.O OR AHFPI materials actually 4gK entering into works. • • DATE PT D'. fO— "�✓g If contract, use contract item PROJECT .¢ —�FY ,Z [`� f3 ply RESIDENT ENGINEER (INSPECTOR) .Qp /e6;,ii/ CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ OUTSIaE''' � '_',< AcENCR.7 MAINTENANCE SU D. ❑ PERMITS ❑ LOCATION �T.R� /O_D 2` 40� T �' '- �F ®STA Z t 95 REPRESENTING LIMITS TYPE MATERIAL /t!c -i•R7 eriG DEPTH G oeI TO �,t_ BELOW FINISHED GRADE DATE /0 --t -GB TESTED BY: AC, IN PLACE DENSITY Al _ INITIAL WT. TEST SAND LAB - B WT. SAND RETAINED ` - -- 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY all EJ VOLUME SAND USED WET WT. ROCK F VOLUME CONE + RING G1 VOLUME TEST HOLE =' H IWT. EXC. SAMPLE + TARE I 'TARE WEIGHT —d J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE �8 L _ DRY DENSITY M PLACE METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA FIELD LAB - WET WT. CC. 2 ` - -- 3 DRY WT. 01 INITIAL WT. SPECIMEN MOIST. M SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - Q DRY Wes. TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA _ MOLD NO. C.C. 1 CC. 2 ` - -- 3 4 01 INITIAL WT. SPECIMEN A vin a• p p P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD .0 MA CW0,VAQZ S HT. COMPACTED SPECIMEN D. FF T WET DENSITY 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 RECEIVED OCT C 1968 140 i 9� METHOD A ❑ 6 0I SUMMARY RECORD WHOLE NUMBEyRS IN &T. PLACE DENSITY 1.gtr MOISTURE 3"70 RC=7 TENT. RC = % SPECIFICATION: NIL ❑ BILLING WILL BE MADE AT END OF MONTH PUBLIC wohKS DEPL BY RESIDENT ENGINEER (CITY ENGR.) Nay RILLS ENGINEER (3011 -83,1 RELATIVE COMPACTION 0 ❑ Preliminory tests prior, to award of contract. COUNTY OF ORANGE INITIAL WT. TEST SAND LAB ROAD DEPARTMENT Ae - 3 Material Testing Section TEST No. C— INITIAL WT. SPECIMEN D FIELD NO. Z oUteets on RELATIVE COMPACTION (W.O ?OR P.O OR AHFP) -®Cont materials actually F VOLUME CONE + RING entering into works. - DATE REPTO. DRY WT. 3 — s Af controc t; itse contract item WT. EXC. SAMPLE +TARE PROJECT 4XX X 12 =" AGENCY ITARE WEIGHT RESIDENT ENGINEER (INSPECTOR)_ L�l�lRattb /`0 CONTRACTOR j� ti4ao �r l$,fT.Ef SEND REPORT TO: CONSTRUCTION our I� ❑ AGENCY ® MAINTENANCE P ❑ SUB - -� PERMITS ❑ LOCATION_ w CONDITION OF MOLD RT LT OF � TA 7 -ate REPRESENTING LIMITS TYPE MATERIAL DEPTH .r TO 4Z. BELOW FINISHED GRADE DATE //J -2 -GS TESTED BY: Z, Lt,"ME _ 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 G E _ VOLUME SAND USED _ — F VOLUME CONE + RING r %9Ci G I VOLUME TEST HOLE DRY WT. 3 — s H WT. EXC. SAMPLE +TARE 2 p I ITARE WEIGHT pa J WET WT. EXC. SAMPLE — QO 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 � j 3 DRY WT. 01 INITIAL WT. SPECIMEN ry. MOIST. M- N SP. GR. ROCK P WET WT. ROCK y O e' DRY WT. ROCK WET WT. -� Q DRY WT. 3 — s TOTAL DRY WT. % ROCK R CORR.MAX.DENSITY /GL -0 • MAXIMUM DENSITY RATHOLE DATA _ MOLD NO. 1 L Z517 2 L � j 3 4 01 INITIAL WT. SPECIMEN 2LID o ;z =110 O P WET WT. AT COMPACTION y O e' Q _ DRY WT. COMP. SPEC. R % MOISTURE /GL -0 D Zo CONDITION OF MOLD S HT. COMPACTED SPECIMEN T WET DENSITY I IZ-e-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 = ! -'-G-- CONE .1667 - L =K +(100 -1 +N) Q= 0'(1.00 % +N) SM. RING .014 .183 10 R = (P -Q)' Q V = FACTOR x Q- S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F • 140 1 B� METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Z' MOISTURE :7 v .ry RC = __ESL_ % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH ` BY MATER l5 ENGINEER RESIDENT ENGINEER (CITY ENGR.) RELATIVE. COMPACTION I ❑ Preliminary tests prior COUNTY OF ORANGE to award at contract. ROAD DEPARTMENT $ Material Testing Section TEST NoC —.sQs FIELD NO. .3 C° tests RELATIVE COMPACTION wOOTOR P OROR kNFP1 materials actually rk entering into works. I-VI Sr �G 11 DATE REPTD. /,p If contract, use contract item PROJECT A-.C. ;)' A-6 ' JP - AGENCY G_/2"a' RESIDENT ENGINEER (INSPECTOR) '"�; /S /SON CONTRACTOR W_,�cC��✓fs�< OUTSIDE SEND REPORT TO: CONSTRUCT ION.❑ AGENCY ®, -' MAINTENANCE �nJ ,�sU BO/. C3 PERMITS ❑ LOCATION W�_C� =rc dkQ .G.{ / 4l _JL � OKD S T A REPRESENTING LIMITS TYPE MATERIAL N.S.c e- ✓? —DEPTH —G�r TO /-Z BELOW FINISHED GRADE DATE !G -.? -(,� 8 TESTED BY: <I 1!!KS 1ZkL _ IN PLACE DENSITY A INITIAL WT. TEST SAND O p B WT. SAND RETAINED p C1 _ WT. SAND USED 3� Q D TEST SAND DENSITY 4>0 El VOLUME SAND USED WET WT. - F VOLUME CONE +RING G VOLUME TEST HOLE 4 9.74 H WT. EXC. SAMPLE +TARE p I ITARE WEIGHT _7 6 J TW ET T. EXC. SAMPLE ,6 0 K WET DENSITY IN PLACE L DRY DENSITY IN PLACE c/, METHOD A MOI$. SURE SAMPLE FIELD LAB WET WT. J DRY WT. 114, MOIST. M N SP. GR. ROCK O WET WT. ROCK 4>0 DRY WT. ROCK WET WT. - P DRY WT. 3 TOTAL DRY WT. % ROCK Q CORR.MAX.DENSITY REMARKS: Test Method Calif. 216 -F I 6- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY . %Z. z 76 MOISTURE pN RC = g q> TENT. RC — %a SPECIFICATION: NL,% ❑ BILLING WILL BE MADE AT END OF MONTH • BY RESIDENT ENGINEER (CITY ENGR.) MAT .ALS ENGINEER Faa,l -Sa.t RELATIVE .COMPACTION..., • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 114, 2 3 4 O INITIAL WT. SPECIMEN 4>0 24 00 P WET WT. AT COMPACTION Q DRY WT, COMP. SPEC. R % MOISTURE ♦ t J CONDITION OF MOLD c/, S'r S HT. COMPACTED SPECIMEN p, T WET DENSITY V1 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 1 .1969 REMARKS: Test Method Calif. 216 -F I 6- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY . %Z. z 76 MOISTURE pN RC = g q> TENT. RC — %a SPECIFICATION: NL,% ❑ BILLING WILL BE MADE AT END OF MONTH • BY RESIDENT ENGINEER (CITY ENGR.) MAT .ALS ENGINEER Faa,l -Sa.t RELATIVE .COMPACTION..., o ❑ PreI minor tests prior COUNTY OF ORANGE dk to award or contract. ' ROAD DEPARTMENT �pp C • Material Testing Section TEST NO. C— 4 SfV FIELD NO. p 74 - 4 1,71 Control tests on IWA ?OR P.OpOR ANFPI iY materiels a ctually RELATIVE COMPACTION aa4_,.c - entering into works. _ DATE REPTD. / If 0n4ract, use contract item PROJECT "�'- 112..3 A AGENCY- LINEaJ eQ-1'r �Ef7AC/1 RESIDENT ENGINEER (INSPECTOR) 90 & 1 -o � CONTRACTOR 1.l AL ICEK � AT ES SEND REPORT TO: CONSTRUCTION ❑ oursioe - AGENCY Jg MAINTENANCE ❑ SU BD. ❑ PERMITS E) LOCATION AC -L1rY 143 —A '1S�E /ACACIA RTgLT� OFTSTA REPRESENTING LIMITS TYPE MATERIAL DEPTH 6'1'2 " To--LL—,L,, " BELOW FINISHED GRADE DATE ) C• L TESTED BY: W n J A H N IN PLACE DENSITY A _ INITIAL WT. TEST SAND LAC. 8 WT. SAND RETAINED 3 0 C _ WT. SAND USED % MOIST. M D _ TEST SAND_DEN_SI TY I 4C E VOLUME SAND USED_ _ 3� F VOLUME CONE + RING .l q% c? GI VOLUME TEST HOLE TOTAL DRY WT. HIWT. EXC. SAMPLE +TARE �Jv I TARE WEIGHT a J WET WT. EXC. SAMPLE Q —- K WET DENSITY IN PLACE _ 7, jj' L DRY DENSITY IN PLACE S METHOD A MOISTURE SAMPLE . MAXIMUM DENSITY RATHOLE DATA FIELD LAS WET WT. 2 3 DRY WT. QI INITIAL WT. SPECIMEN % MOIST. M N ; SP. GR. ROCK P WET WT. ROCK O D DRY WT. ROCK WET WT. Q DRY WT. _y TOTAL DRY WT. %'ROCK R CORR.MAX.DENSITY ! /xLdi REMARKS: Test Method Calif. 216 -F RECEIVE D i B- 1140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC: = r(D % TENT. RC = % SPECIFICATION: NL_ %, OCT v 1968 fQ BILLING WILL BE MADE AT END OF MONTH • PUBLIC km, utPT. BY MATE LS ENGINEER RESIDENT ENGINEER ENGINEER (CITY ENGR.) Allow- F301 1 -83.1 RELATIVE .COMPA.CTION.,,..- . MAXIMUM DENSITY RATHOLE DATA MOLD NQ. 1 6 2 3 4 QI INITIAL WT. SPECIMEN 90 pp P WET WT. AT COMPACTION O D O Q DRY WT. COMP. SPEC. R %MOISTURE ! /xLdi —.¢r0 CONDITION OF MOLD eL 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= (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 RECEIVE D i B- 1140 METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY MOISTURE RC: = r(D % TENT. RC = % SPECIFICATION: NL_ %, OCT v 1968 fQ BILLING WILL BE MADE AT END OF MONTH • PUBLIC km, utPT. BY MATE LS ENGINEER RESIDENT ENGINEER ENGINEER (CITY ENGR.) Allow- F301 1 -83.1 RELATIVE .COMPA.CTION.,,..- • ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. (l,�i CS 7— ROAD DEPARTMENT Material Testing Section TEST NO. C- q S gS FIELD RELATIVE COMPACTION `ONT NO.L Control tests on (W.O. OR P.O. OR ANFP) materials actually 4,']... 4-- /C entering into works. S _ - DATE REPTD. / ?—Grg; IEOrltract, use contract item 4Q PROJECT C - i I Z -` - I)si AOF�NCY CZN k!%'ROlf % O 4��'A C f4 RESIDENT ENGINEER (INSPECTOR) go -�' CONTRACTOR k)ALKE - G,17 —eZ SEND REPORT TO: CONSTRUCTION ❑ AMEN Y- �P`;�AINTENANCE ❑ /SU .� PERMITS ❑ LOCATION_. A/y G' C6 �O 11V T" AuCYJ, 4""',�'/r /FLK /�OF' STA REPRESENTING LIMITS TYPE MATERIAL -S DEPTH % r' TO 1�-�r BELOW FINISHED GRADE OA TE 1 O .. ,Z — rn TESTED BY: W G J h HA) " IN PLACE DENSITY A INITIAL WT. TEST SAND _ B WT. SAND RETAINED v_ C _ WT. SAND USED INITIAL WT. SPECIMEN D TEST SAD DENSITY N E VOLUME SAND USED _ 4 F VOLUME CONE + RING ,( G VOLUME TEST HOLE 7 H WT. EXC. SAMPLE + TARE 1 TARE WEIGHT CORR.MAX.DENSITY J WET WT, EXC. SAMPLE 3 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. -- 3 DRY WT. 0 INITIAL WT. SPECIMEN MOIST. M N SP. GR. ROCK P WET WT. ROCK,. -7440 DRY WT. ROCK WE WT. Q DRY WT. — 3- TOTAL DRY.WT. % ROCK R CORR.MAX.DENSITY F/ REMARKS: Test Method Calif. 216 -F 140 (U 1 a METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. - PLACE DENSITY ILI 144 MOISTURE IF RC = 4 3 % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY MA7 IA L`S INFER RESIDENT ENGINEER (CITY ENGR.) Fjat, s3., RELATIVE COMPACTION 6 MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 ,tL. 3 4 0 INITIAL WT. SPECIMEN 2 GD 40 P WET WT. AT COMPACTION -7440 Q _ DRY WT. COMP. SPEC. R % MOISTURE F/ -p,?. n -9,0 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 =(1.00 % +N) SM. RING .014_3 .1810 R = (P -Q) - Q V = FACTOR x Q= S LG. RING 1 .0302 1 .1969 REMARKS: Test Method Calif. 216 -F 140 (U 1 a METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. - PLACE DENSITY ILI 144 MOISTURE IF RC = 4 3 % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH BY MA7 IA L`S INFER RESIDENT ENGINEER (CITY ENGR.) Fjat, s3., RELATIVE COMPACTION 6 • Preliminary tests prior to award of contract. p�- Contial tests on p°C materials actually ontering into works. COUNTY OF ORANGE ROAD DEPARTMENT LL Mat P Material Testing Section TEST C- SDOa• FIELD NO. 2 ��-.,- RELATIVE COMPACTION CON T. A OR DATE REPTD. `a -X -G$. If contract, use ton#ract item PROJECT- C- 117— -A AGENCY- C /NEWPORT - �Efi</{ RESIDENT ENGINEER (INSPECTOR) lk G G t - `� -.'% N CONTRACTOR WA.L I<CP -- &A`1'E.S IDE SEND REPORT TO: CONSTRUCTION ❑ AGENcy ® MAINTENANCE SUBO. ❑ PERMITS ❑ I LOCATION ALLEY 2Z- D' .3r 'LT -OFq- STA /0+-C? REPRESENTING LIMITS TYPE MATERIAL DEPTH rr 1 ✓+ rr Z TO�_BE LOW FINISHED GRADE DATE TESTED BY: W' O J A N P IN PLACE DENSITY A _ INITIAL WT. TEST SAND LAS B WT. SAND RETAINED 3 C _ WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY I , -E _ VOLUME SAND USED °Z F VOLUME CONE +RING ,19 (e9 G VOLUME TEST HOLE , "' 4 HIWT. EXC. SAMPLE - +TARE I- TARE WEIGHT CORR.MAX.DENSITY. J WET T. EXC. SAMPLE K WET DENSITY IN PLACE _ /Z� L DRY DENSITY IN PLACE METHOD A - MOISTURE SAMPLE . MAXIMUM DENSITY RATHOLE DATA FIELD LAS WET WT.. 2L 3 DRY WT. O INITIAL WT. SPECIMEN 11 M01ST. -`.' M N SP. GR. ROCK. P WET WT. ROCK: - DRY WT. ROCK WET WT.- - . DRY WT. - 4' -TOTAL DRY WT. ROCK R CORR.MAX.DENSITY. F10A D REMARKS: Test Method Calif. 216 -F 1 B- -D FIELD +S (%WET) METHOD A O B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY- / Z 38 MOISTURE Q RC = % TENT. RC = % ISP NL —% ❑ BILLING WILL BE MADE AT END OF MONTH . MAXIMUM DENSITY RATHOLE DATA MOLD NO. 14f--J, 2L 3 4 O INITIAL WT. SPECIMEN g 0 P WET WT. AT COMPACTION ,� Ayyf Q DRY WT. COMP. SPEC. R % MOISTURE F10A D d r CONDITION OF MOLD e'-AjA*'g C S HT. COMPACTED SPECIMEN 10.31 lo.-710 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 _ 000% + N) SM. RING .0143 .1810 R = (P -Q) a Q V = FACTOR x Q-. S I LG. RING .0302 1 .1969 REMARKS: Test Method Calif. 216 -F 1 B- -D FIELD +S (%WET) METHOD A O B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY- / Z 38 MOISTURE Q RC = % TENT. RC = % ISP NL —% ❑ BILLING WILL BE MADE AT END OF MONTH • ❑Preliminary tests prior to .word of contract. IGl Control tests on .. A! mgterials actually . entering into works. C-1 COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATIVE COMPACTION If'' a—T ofb contract item C, /. DATE REPTO. LQ f ROJENO AGtNCY f rJ6WFDIRT liL�AGN RESIDENT ENGINEER (INSPECTOR) Rots /5 un/ CONTRACTOR S -WALIC Cie —aFeiT 111E1n----�S SEND REPORT TO: CONSTRUCTION ❑ A"GENC E MAINTENANCE ❑ SUBD. ❑ PERMITS LOCATION__ LL.LCY i �2_- � AGEHCY RT LT O t, STA 9!4-165 REPRESENTING LIMITS TYPE MATERIAL N -5 DEPTH •r TO te��r 'BELOW FINISHED GRADE DATE TESTED BY: a. L/' IN PLACE DENSITY A TEST NO�C— x—a* l { FIELD NO. & d-f a CONT. NO. OR 1 (W .O. OR P.O. OR AHFP) - DATE REPTO. LQ f ROJENO AGtNCY f rJ6WFDIRT liL�AGN RESIDENT ENGINEER (INSPECTOR) Rots /5 un/ CONTRACTOR S -WALIC Cie —aFeiT 111E1n----�S SEND REPORT TO: CONSTRUCTION ❑ A"GENC E MAINTENANCE ❑ SUBD. ❑ PERMITS LOCATION__ LL.LCY i �2_- � AGEHCY RT LT O t, STA 9!4-165 REPRESENTING LIMITS TYPE MATERIAL N -5 DEPTH •r TO te��r 'BELOW FINISHED GRADE DATE TESTED BY: a. L/' IN PLACE DENSITY A _ INITIAL WT. TEST SAND �D B WT. SAND RETAINED 3 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSI TY Oil Q Q E VOLUME SAND USED T F _ VOLUME CONE + RING .19 & 9 G VOLUME TEST HOLE G HIWT. EXC. SAMPLE +TARE I TARE WEIGHT J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE i2e, L _ DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE • MAXIMUM DENSITY RATHOLE DATA FIELD LAB WET WT. 21,67- 3 DRY WT. 01 INITIAL WT. SPECIMEN h, MOIST. M N SP. GR. ROCK P WET WT. ROCK DRY WT. ROCK WET WT. - 3 Q DRY WT. - 3 TOTAL DRY WT. % ROCK R CORR.MAX.DENSI TY REMARKS: Test Method Calif. 216 -F • 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Z MOISTURE 11 V RC = 9y % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 21,67- 3 4 01 INITIAL WT. SPECIMEN HO of YO O P WET WT. AT COMPACTION Xr- Q _ DRY WT. COMP. SPEC. R % MOISTURE —;Z, D CONDITION OF MOLD a.v 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 I UNIT CONE +UNIT G =E - F K = J + G CONE 1667 - L =K +(100 % +N) Q= 0_(100 % +N) SM. RING .61,11 .1810 R = (P -Q) + Q V = FACTOR x Q+ S LG. RING .0302. 1 .1969 REMARKS: Test Method Calif. 216 -F • 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Z MOISTURE 11 V RC = 9y % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH Preliminary tests prior • to award at contract. w Control tests on - materials actually j entering into works. _ PROJECT A'f.IR-V Z0.R RESIDENT ENGINEER (INSPECTOR , :: -SEND, REPORT.TO: CONSTRUCTI LOCATION O 0 ILA -. REPRESENTING L3 ITS' iTYPE MATERIAL-,6-9r-T7/ �7 DATE IN PLACE DENSITY A _ INIT IAL WT. TEST —SAND LAB' 81 WT. SAND RETAINED _ AO 70 C WT. SAND USED INITIAL WT. SPECIMEN D TEST SAND DENSITY j/, —6? E VOLUME SAND _USED WET WT. AT COMPACTION F VOLUME CONE + RING' DRY WT. ROCK G .VOLUME TEST HOLE' DRY WT. COMP. SPEC. H WT. EXC. SAMPLE +TARE a>'_3,S . I TARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE ,g'p K WET DENSITY IN PLACE CONDITION OF MOLD L _ DRY DENSITY IN PLACE . COUNTY OF ORANGE ROAD DEPARTMENT Lr? Material Testing Section RELATIVE Couple ppf N f contract, use contract item I9VGIY li 1 "- CONTRACTOR' FK' N ❑ s TsNCr loe p� I: MAINTENANCE ❑ : SUBD. ❑. rFi� M$Lf1L.L kv`. LT OF CL STA _/Od u BELOW FINISHED ES TED BY METHOD A MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE "DATA FIELD LAB' WET WT. 2 3 DRY WT. -:.. INITIAL WT. SPECIMEN MOIST. 2 e*'- N SP: GR. ROCK WET WT. AT COMPACTION WET WT, 'ROCK - DRY WT. ROCK WET. WT. .'s DRY WT. COMP. SPEC. DRY WT 3 _ TOTAL DRY WT.. % ROCK . % MOISTURE CORR.MAX. DENS] TY .O . MAXIMUM DENSITY RATHOLE "DATA MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN g CD 2 e*'- P WET WT. AT COMPACTION q - _- Q DRY WT. COMP. SPEC. - R % MOISTURE f 4. O .O CONDITION OF MOLD vrvDi 12 S HT. COMPACTED SPECIMEN. b 7 a T WET DENSITY V DRY DENSITY CONY. FACTOR--0.592 " FACTOR x Q = 'VOLUMES, C. F. ,. C= A- B E= C: D UNIT CONE +UNhT. G =E - F K =J +G CON E 1667 - L =K= (100; +N) Q =O= (1.007, +N) SM.RING 0143 .1810 R = (P -Q) + Q V = FACTOR x Q. - S LG. RING .0302 `.1969. REMARKS: Test Method Calif. 216 -FT V D IRE C �� 4� A METHOD A.,_0 B CK .SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY I Z MOISTURE Oc "/ 'i.RC_ 94 % TENT ":RC = % SPECIFICATION: NL — %. i. REMARKS: ❑ Preliminary teas prior COUNTY OF ORANGE to award at contract. ROAD DEPARTMENT Material Testing Sectto FIELD' NO ... •a. AONT.'NO - - Control tests on y ELATIVE C IPAC N w a. a� P.a. .. materials actually . . entering into works. rl/ S . DATE REPT D: IE.contract, use Contta�l+te+ri " PROJECT �Ta EM D�k RESIDENT ENGINEER- E(NSPECTOR) CONTRACTOR SEND REPORT TO: CO,NST UCTION ❑, aft vE AINTENANCE ❑ SUBD. ❑ PERMITS El LOCATION v 3f R ccxc� 4i RT LT OF CL STA - ejjjpr REPRESENTING LIMIT�S� � TYPE MATERIAL �'{L.:!:'�Ll 'T+Nr %� DEPTH �'S1. -�Z SLOW FINISHED GRADE DATE ,q- 2.x.%8 TESTED BY: JSs!' IN PLACE DENSITY A INITI_ AL WT. TEST SAND !'' % ,-, 13 WT. SAND RETAINED 3. 4 :C WT. SAND USED gq L r D TEST SAND DENSITY SP. GR. ROCK E F VOLUME SAND USED .VOLUME CONE + RING 33`0 ,, l Ja G VOLUME TEST HOLE ego H WT. EXC. SAMPLE +TARE p p I TARE WEIGHT ­WT, p J WET SAMPLE %MOISTURE F K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE - .METHOD A. simPLE '.. . WET WT. L D MOLD NO. 1 1 2 DRY WT. 3. 4 4... ,% MOIST. M N '" SP. GR. ROCK WET WT. ROCK -' DRY WT. ROCK WET WT. -3..' DRY WT. DRY WT. COMP. SPEC. TOTAL DRY WT. - % ROCK CORR.MAX.dEN ��Y %MOISTURE F . ". M MAXIMUM DENSITY RATHOLE DATA Plat t-$3.1 MOLD NO. 1 1 2 2- 3 3. 4 4... 0 I INITIAL WT. SPECIMEN P W WET WT. AT COMPACTION Q D DRY WT. COMP. SPEC. R % %MOISTURE F F3L CONDITION OF MOLD 4 4 S H HT. COMPACTED SPECIMEN T W WET DENSITY " " DRY DENSITY . CONV. FACTOR =0.592 F FACTOR x.Q = V VOLUMES, C.F. C= A— B E E= C =.D ' 'UNIT C CONE +UNIT G= E— F K K= J= G C CONE . .1667 — — . L= K= 1100 % +N) Q Q =O= (100 % +N) S SM.RING : :.0{43 - . .1810 R = (P- Test Method Calif. 216 -F • I RESIDENT ENGINEER (CITY ENGR.){ Plat t-$3.1 � 1, METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY Z MOISTURE L•%! VA 00A RC = % TENT. FtC``= S.%3 SPECIFICATION: NL_% Z is I ❑ Preii d ory tests Prior COUNTY OF ORAE w to award o/ contra <t ROAD DEPARTM Material Testing Section Y ® metermiseactually ~" LATIYE C}MPACTION: entering into works. .,we,l ....- .. ... If PROJECT 5E C C, >n c) fJ U¢. R"I ENT ENGINEER (INSPECTOR) 10 SEN6411L ORT TO: CQNSTRUCTION ❑ LOCA TICiIV`'- S P'r, z, : i A u. REPRESENTING L'Hb41TS' TYPE MATERIAL Bd 9. IL �..ti �D Y t. DEPTH .. DATE TESTED'BY: - C _ IN PLACE DENSITY - - Al INITIAL WT. TEST SAND 3 91. o j B C T. SAND RETAINED WT. SAND USED *6 1 D __ TEST SAND DENSITY___ N E VOLUME SAND USED WET, WT. ROCK F VOLUME CONE +RING 1 Q O G VOLUME TEST HOLE DRY WT. — HIWT. EXC..SAMPLE +TARE ^r I TARE WEIGHT CORR.MAX.DENSIT.Y J WET WT. EXC. SAMPLE 0' K WET DENSITY IN PLACE 3.0 L _ DRY DENSITY IN PLACE IN ETHOD A. M E SAMPLE '..U-. LAB WET WT. MAXIMUM DENSITY RATHOLE DATA DRY WT. _ MOLD NO. *6 1 MOIST. M N 5P. GR. ROCK INITIAL WT. SPECIMEN WET, WT. ROCK DRY WT. ROCK.. WET WT. - WET WT. AT COMPACTION DRY WT. — TOTAL DRY WT..',�" % ROCK DRY WT. COMP. SPEC. CORR.MAX.DENSIT.Y REMARKS: Test Method Calif. 216 -F LJ RESIDENT ENGINEER (CITY ENGR.) kvDO ✓ z - , kCTOR— j c' -/1, SUBD. ❑ RT LT OF CL S "f 1 { Lam_ GRADE METHOD A B SUMMARY RECORV WHOLE NUMBERS IN OPT-. PLACE DENSITY Z 0 MOISTURE 74 UND NC = % TENT. RC,= $�.3_% SPECIFICATION: NL_ %. MAXIMUM DENSITY RATHOLE DATA • _ MOLD NO. *6 1 2 3 4 O INITIAL WT. SPECIMEN z p P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. - - R % MOISTURE 3.0 CONDITION OF MOLD A /0 V 6 S I 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 — L = K = (100% + N) Q = 0 = (100% + N) SM. RING _.1667 .0143 .1810 R = (P—Q) _ Q V = FACTOR X Q + S L6. RING .0302 A 969 REMARKS: Test Method Calif. 216 -F LJ RESIDENT ENGINEER (CITY ENGR.) kvDO ✓ z - , kCTOR— j c' -/1, SUBD. ❑ RT LT OF CL S "f 1 { Lam_ GRADE METHOD A B SUMMARY RECORV WHOLE NUMBERS IN OPT-. PLACE DENSITY Z 0 MOISTURE 74 UND NC = % TENT. RC,= $�.3_% SPECIFICATION: NL_ %. ❑ Prel irninar r to sir prior 31.4 B b award o contra ct. . Control tests on materials actually entering into works. •PROJECT gQCONA Aso". Ct RESIDENT ENGINEER (INSPEC SEND REPORT TO: CO STR LOCATIONZ —%*- P21112 A" REPRESENT "ING LIMITS TYPE MATERIAL —PI DATE a�ab rD IN PLACE DENSITY A _ INITIAL WT. TEST SAND 31.4 B WT. SAND RETAINED p C WT. SAND USED __ D AND TEST S DENSITY DRY WT. ROCK E VOLUME SAND USED F VOLUME CONE +RING 1 TJ Gj VOLUME TEST HOLE HIWT. EXC. SAMPLE + TARE AV, 1 TARE WEIGHT IZ.S J WET WT. EXC. SAMPLE^ / K L WET DENSITY IN PLACE DRY DENSITY IN PLACE COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section RELATFYE COMPACTION it ION ❑ .D _ TESTED BY: W, item Yt' S DATE REPTD. ra - AGENCY C l f(�A WQA+ + $(' d CSI r-� �. go ►1 CONTRACTOR.' livesl,�lV rRA -Ie's I MAINTENANCE ❑ SUED. ❑ PERMITS El SIVUE N. N. $aSGRT LT OF 4. STA 1.c_t ?-r TO BELOW FINISHED GRADE C O METHOD A MOISTURE SAMPLE F,TELD WET WT. LAB DRY WT. MOLD NO. MOIST. M N SP. GR. ROCK 4 WET WT. ROCK' INITIAL WT. SPECIMEN DRY WT. ROCK WET WT. - a.. DRY WT. - WET WT, AT COMPACTION TOTAL DRY WT. o ROCK CORR.MAX.OENSITY _ DRY WT. COMP. SPEC. REMARKS: Test Method Calif. 216 -F 1 B• L-� .y METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY I / if MOISTURE o0r, RC = % TENT. RC = �:.�lw % SPECIFICATION: NL`% ❑ BILLING WILL BE MADE AT END OF MONTH • MAXIMUM DENSITY RATHOLE DATA MOLD NO. A& 1 2 3 4 01 INITIAL WT. SPECIMEN z : p P WET WT, AT COMPACTION 2 Op Q _ DRY WT. COMP. SPEC. R _ % MOISTURE CONDITION OF MOLD_ CLOSE 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 +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 B• L-� .y METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY I / if MOISTURE o0r, RC = % TENT. RC = �:.�lw % SPECIFICATION: NL`% ❑ BILLING WILL BE MADE AT END OF MONTH Preilnrinary tests prior COUNTY OF ORANGE to award or contract. • ROAD DEPARTMENT . ''pp Material Testing Section TEST ENO. C- 71!) _ FIELD NO. RELATIVE COMPACTION ,. O.OR P.O.OR ANFPI Z. materials tests on ✓�materio is actually • entering into works. ,' X00 DATE REST D. .. If corltsact, use contract item PR6JECT C_ ",-CS �.�sSaidv�y -�B'A. AGENCY S��V.6lV�OiQ.T sib T� RESIDENT ENGINEER (INSPECTOR) O CONTRACTOR ui.Ltt� .L,A*7;0 SEND REPORT TO: CONSTRUCTION �� "'�A0UG cv ® MAINTENANCE ❑ SUBD. ❑' PERMITS ❑ LOCATION RT LT OF EL STA REPRESENTING LIMITS 7 TYPE MATERIAL N•S. ¢ G ee!!!! DEP.T ` -_ G TO _Zed- BELOW FINISHED GRADE DATE 9 -�26 -�-G6 TESTED BY:- Gr "`✓F -S� _ IN PLACE DENSITY A INITIAL WT. TEST SAND , BI WT. SAND RETAINED _ 11,A 1 C WT. SAND USED 4 D TEST SAND DENSITY_ '4/,•G E _ VOLUME SAND USED , F VOLUME CONE + RING,/6 G VOLUME TEST HOLE DRY WT. t HIWT. EXC. SAMPLE +TARE - I TARE WEIGHT 0O J WET WT. EXC. SAMPLE by K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE ui METHOD A MOISTURE SAMPLE., M FIELD LAB _ WET WT. MOLD NO. 11,A 1 DRY WT. 3 4 M MOIST. h4- ,. N SP. GR. ROCK WET WT. ROCK P1 DRY WT. ROCK WET WT.'- DRY WT. t .. TOTAL DRY WT. - ROCK CORR.MAX. DENSITY R REMARKS: Test Method Calif. 216 -F RECEIVED I II- METHOD A ❑ B MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS IN OPT, PLACE MOLD NO. 11,A 1 2'+ 3 4 PI INITIAL WT. SPECIMEN P1 WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. ' R %, MOISTURE 4a. CONDITION OF MOLD ui 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= 0 UNIT CONE +UNIT G =E - F K +G CONE .1667 - L = K - (100 1 +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 RECEIVED I II- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY 117 i.Z9 MOISTURE RC = % TENT. RC = % SPECIFICATION: NL_% SEP 3„ ]968 ❑ BILLING WILL BE MADE AT END OF MONTH • }• pUBUC BY _.. RESIDENT ENGINEER (CITY ENGR.) MATVMALS ENGINEER RELATIVE COMPACTION gaol) -ead � Preliminary tests prior COUNTY OF ORANGE to award at contract. • ROAD DEPARTMENT Material Tos g Section TEST #gC— 4A71 s FIELD NO. 2 —3 RELATIVE COMPACTION Woo NO.P00R CON OR .O. OR AHFP) "CODffal tafff On materials actually ,9�6. .entering into works. _ DATE REPTO. 9-.Ar (og If contract, use contract item PROJECT e-- //2:S.4 AGENCY 14AJCr6- RESIDENT ENGINEER (INSPECTOR) 0481 rkQ�i COn/ CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ oUT51AGENCY 40E Rj MAINTENANCE ❑ SUBD. El PERMIAC LOCATION 0 L4Z 4y of -^Ve, -,eed RT LT OF (L STA REPRESENTING LIMITS TYPE MATERIAL g/,51.de DEi'+TH l .r TO /-?-� BELOW FINISHED GRADE DATE TESTED BY: L, A'«Q IN PLACE DENSITY A _ INITIAL WT. TEST SAND _ , 7 Ell WT. SAND RETAINED _ _ 4-2-r-e C WT. SAND USED ,p " D TEST SAND_DENSI TY E VOLUME_ SAN_DUS_ED_ WET WT. -; F VOLUME CONE + RING •/ t0 G VOLUME TEST HOLE O H WT. EXC. SAMPLE +TARE p I TARE WEICHT oe J WET WT. EXC. SAMPLE 7, K WET DENSITY CONDITION OF MOLD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE. — p_ LAB WET WT. C.C.1 DRY WT.' -3 MOIST. - M N SP. GR. ROCK WET WT. ROCK. DRY WT. ROCK P WET WT. -; DRY WT. - a _ TOTAL DRY WT. Q % ROCK CORR.MAX.DENSITY REMARKS: Test Method Calif. 216•F E B� METHOD A B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY MOISTURE 007 RC= g� % TENT. RC = % SPECIFICATION: NL_ %a ❑ BILLING WILL BE MADE AT END OF MONTH BY 1� MAT to LS ENGINE ER RESIDENT ENGINEER (CITY ENGR.) F3411 -53.1 - RELATIVE COMPACTION. . —..:_ 's" • MAXIMUM DENSITY RATHOLE DATA MOLD NO. C.C.1 C.c. 2 -3 4 O INITIAL WT. SPECIMEN p P WET WT. AT COMPACTION - Q DRY WT. COMP. SPEC. R % MOISTURE ii. t all +411 1 CONDITION OF MOLD C S _ HT. COMPACTED SPECIMEN , / 7 .,/ T WET DENSITY 1137, 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`7 +N) SM.RING .0143 .1 BID R = (P -Q) - Q V = FACTOR x Q _ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216•F E B� METHOD A B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY MOISTURE 007 RC= g� % TENT. RC = % SPECIFICATION: NL_ %a ❑ BILLING WILL BE MADE AT END OF MONTH BY 1� MAT to LS ENGINE ER RESIDENT ENGINEER (CITY ENGR.) F3411 -53.1 - RELATIVE COMPACTION. . —..:_ 's" ❑ Preliminary tests prior COUNTY OF ORANGE - to award of contract. ROAD DEPARTMENT • - Material Testing Section TEST 6$C— ¢g 7. FIELD NO RELATIVE COMPACTION en CON T. NO o 'Control tests on O'OA P O OR Att ►Pl LY materials actually ' entering into works. s. DATE R EPTD ' tfcontrocT; use contract item PROJECT e - /4-2 S -ef y Z6:4 AGENCY G-/^/, [T. RESIDENT ENGINEER (INSPECTOR) OoN .?0,61 -90 ✓ CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AGENCY MAINTENANCES ❑ SUBD. ❑ PERMITS ❑ LOCATION RT LT OF -rL STA I4 1`36 REPRESENTING LIMITS _ TYPE MATERIAL Al. r. ce 6.rA DEPTH TO .49- FINISHED GRADE DATE A TESTED BY: 1•�� _ IN PLACE DENSITY_ A INITIAL WT. TEST SAND G B C WT. SAND RETAINED WT. SAND_USED % MOIST. M_ D TEST SAND DENSITY 4 E _ VOLUME SAND US_F.D _ __,� F VOLUME CONE + RINGS G VOLUME TEST HOLE p H WT. EXC. SAMPLE +TARE 2 I ITARE WEIGHT , 00, J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE /-'LD L DRY DENSITY IN PLACE METHOD A MOISTURE SAMPLE FIELD WET WT. LAB DRY WT. - MOLD NO. % MOIST. M_ N SP. GR. ROCK 4 WET WT. ROCK INITIAL WT. SPECIMEN DRY WT. ROCK O WET WT. - e DRY WT. - n WET WT. AT COMPACTION TOTAL DRY WT. % ROCK CORR.MAX.DENSITY _ DRY WT. COMP. SPEC. REMARKS: Test Method Calif. 216 -F i 9- 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 RESIDENT ENGINEER (CITY ENGR.) MAT RIALS ENGINEER -ea.l RELATIVE _COMPACTION veon _ . ._ _�.s -«.r«V +_.,a. _....��.,,...�_._ .. .. , .-.i:� .._:..:cc.:s -cl .tom.:- ,tv.�.• • MAXIMUM DENSITY RATHOLE :DATA - MOLD NO. 1 2 3 4 01 INITIAL WT. SPECIMEN O O P WET WT. AT COMPACTION Q 00 Q _ DRY WT. COMP. SPEC. R % MOISTURE /-'LD o CONDITION OF MOLD S HT. COMPACTED SPECIMEN /0.0 0- T WET DENSITY /Yj Q 61 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 9- 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 RESIDENT ENGINEER (CITY ENGR.) MAT RIALS ENGINEER -ea.l RELATIVE _COMPACTION veon _ . ._ _�.s -«.r«V +_.,a. _....��.,,...�_._ .. .. , .-.i:� .._:..:cc.:s -cl .tom.:- ,tv.�.• L i ❑ Preliminary tests prior COUNTY OF ORANGE to award of contract. . ROAD DEPARTMENT �$ Material Testing Section TEST +o. C— 4 7 7 3 j .(antral test: an RELATIVE COMPACTION w °TARP 01 ANFPI materials actually .. entering into works. — If Contract use contract item DATE REP PROJECT NCY �rNiC -�bt� PO,Q7� LSa�.!`G/If RESIDENT ENGINEER (INSPECTORI CONTRACTOR OUi'GIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑. _ �UBD. El PERMITS 1:1 LOCATION sa �7 Of6)STA REPRESENTING LIMITS TYPE MATERIAL m. G DEPTH iay TO LZ BELOW FINISHED GRADE DATE -10 —G8 TESTED BY: I(• --4'Z/AC IN PLACE DENSITY A _ fNIT1AL WT. TEST SAND LAB EI WT. SAND RETAINED 1 C WT. SAND USED C D TEST SAND DENSITY N E VOLUME SAND USED_ WET WT. ROCK F _ VOLUME CONE +RING. /G _ .7 v•Aa60!> G1 VOLUME TEST HOLE t/G HIWT.- EXC. SAMPLE + TARE 1 TARE WEIGHT a- J WET WT. EXC. SAMPLE / K WET DENSITY IN PLACE L _ DRY DENSITY TN PLACE - METHOD A MOISIURE 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. — s DRY WT. �_ Q TOTAL DRY WT. % ROCK CORR.MAX.DENSITY R REMARKS Test Method Calif. 216 -F. • RECEIVED SEP 2 61968 i B• METHOD A ❑ B 9 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 3 MOISTURE RC = TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH • MAXIMUM DENSITY RATHOLE DATA - MOLD NO. 1 2L•- 3 4 01 INITIAL WT. SPECIMEN O - P WET WT. AT COMPACTION oRmy 6r Q DRY WT. COMP. SPEC. R %MOISTURE. ,6 %L CONDITION OF MOLD S HT. COMPACTED SPECIMEN p 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= (100 % +N) Q =O= (700 % +N) SM. RING - .0143 .1810 R = (P -Q) - Q V = FACTOR x Q= S LG. RING .0302 .1969 REMARKS Test Method Calif. 216 -F. • RECEIVED SEP 2 61968 i B• METHOD A ❑ B 9 SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 3 MOISTURE RC = TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH Preliminary tests prior ., to sword o contract. ®Control tests on 'materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT is 6 — G . taterial Testing Section TEST NO. C— 4a'77 4 FIELD NO. _S RELATIVE C011PA DATE REPTO. If contract, use f iietri PROJECT ,d,4_4 A-V I.5 A CY e ZGVi L{ RESIDENT ENGINEER (INSPECTOR) CONTRACTOR ..,i SEND REPORT TO: CONSTRUCTION ❑ ouTSl AGENCr4W MAINTENANCE ❑ SUBD. 0 PERMITS ❑ LOCATION_ 7,94 ,�V.LC.L�n WOF=L—f O<nSTA REPRESENTING LIMITS TYPE MATERIAL �✓•S, eZP- r. _p0 .DEPTH 'G TO 1,2" BELOW FINISHED GRADE DATE TESTED BY: IN PLACE DENSITY A _ INITIAL WT. TEST SAND p CC 1 WT. SAND RETAINED p 7 MOIST. M _ WT. SAND USED SP. GR. ROCK TEST SAND DENSITY 6 [HIWT. VOLUME SAND USED WET WT. - a VOLUME CONE + RING TOTAL DRY WT. VOLUME TEST HOLE ! EXC. SA ITARE WEIGHT % MOISTURE J WET WT. EXC. SAMPLE , 7a K WET DENSITY IN PLACE__ . L DRY DENSITY IN PLACE METHOD A MOISTURE. SAMPLE IELD LAB WET WT. CC 1 DRY WT. 3 7 MOIST. M N SP. GR. ROCK WET WT. ROCK DRY WT. ROCK -:' WET WT. - a DRY WT. - TOTAL DRY WT. Q % ROCK CORR.MAX.DENSITY • MAXIMUM DENSITY RATHOLE DATA MOLD NO. CC 1 c, c. 2 3 4 01 INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q _ DRY WT. COMP. SPEC. R % MOISTURE 14 -3, t) CONDITION OF MOLD O�cr vrrd S _ HT. COMPACTED SPECIMEN /O, 0, T WET DENSITY /35. 7 / V DRY DENSITY CONY. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C- D UNIT CONE +UNIT G6 EE F K = J + G CONE .1667 - L= K= (100M, +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 I B METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY 1.3 MOISTURE a4700 '6,E RC = _��_ % TENT. RC = % SPECIFICATION: NL_% ❑ BILLING WILL BE MADE AT END OF MONTH c BY RESIDENT ENGINEER (CITY ENGR.) NATE:jKLS ENGINEER 13011 -83.1 RELATIVE COMPACTION � , .. .,....mini } K 6 N ti � 1 v J d r � U f F ZU � O J O F o N} x S 7 V, 19 Z N /CFJ W Q W W � Z J F - F Z (� - O Z F U W d �i k, O J m W Z N U W ¢ W ~ O Z F-U 41 e � d K a � S - N � N e � 1 V o m � v W Z N U W ¢ W ~ O Z F-U 41 I I, o 1" F- W W S N 7 1 ¢ Z y of of of °ol o� of of al el al p 81 o/ �n rp A NBts,slf .qt m� 1� (V � �lr F- °t $� 0, d� Ol (� Ol ul Ul b� Ul d\ a1 0 E °��,�� n� 8a� 1 H S m d r! 0l ut 6i 01'1 Ot L�l o1 at 91 �I °ot 4i dN��O��.���¢N 4Lip r _ N V co N N N ,w N LA Q t at 8l o� 0nt 81 �l Ok g,l 000% al d1 � t.( �� z U7 a0 0 J, �, Ot n I y t J v ) N N N L G °t o� of off. °� 31.01 °ol l $1 0l $� gi C� °�- o $� °'''. 01 °i a al 0° p ots0�N�1lII�G a o 01 �a V w 9�1 ^r jq LA r0 ro a n� -J� a ¢ � Hl N 0j °� °l °t d °°l $l °l ° QI a. ° ° ° °l ° A r- in Q � � 3 al It ri t N ° °1 F- uV1 W �� t l N w' vq - w y d _ d N V, - F LLi 1v v A I I, o 1" F- W W S N 4 CITY OF NEWPORT BEACH PUBLIC WORKS.PROJECT CHANGE ORDER CHANGE ORDER NO. E -1 DATE Ma_196o. CONTRACT NO. 1123 PURCHASE ORDER NO. BUDGET NO.Q2 _3397 -177 CONTRACTOR'S NAME Walker and Bates PROJECT NAME AND NO. Combined Capital Projects, Corona Del Mar Area ACTION: APPROVAL: Increase encumbrance to cover minor overruns in actually constructed quantities. neer Previous encumbrance: 122,678.00 Amount required: 127,057.45 Additional Encumbrance: 4379.45 N CONTRACTOR: BY DATE CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 8 (F) FOR PERIOD ENDING April 29, 1969 PROJECT:COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT N0. 1123 ITEM CONTRACT PERCENT AMOUNT . NO. CONTRACT ITEM PRICE COMPLETE EARNED 1 Temp. A.C. Pvmt. $0.75/LF 2 Perm.. A.C. Pvmt. (Trench) 2.00 /LF 3 Misc. A.C. Patching I 0.50 /SF 4. P.C.C. Alley Pvmt. !!! 0.70 /SF 5. P.C.C. Alley Appr. 225.00 Ea. 6. P.C.C. Drive Appr. 0.65 /SF t (. 7., P.C.C. Cross Gutter 0.80 /SF 8. C & G "A" 6" 2.00 /LF 9. C & G "A" 8" 2.DD /LF 10. P.C.C. Sidewalk 0.50 /SF 11. P.C.C. Pipe Encasement 30.00 /CY 12. l ! Adj., Rem., Repl. Walks, etc. 2.50 /SF 13. Drainage Str. #1 2,500.00 LS 14. 3 Drainage Str. #2 800.00 LS .15. Rem. M.H. etc. 900.00 LS 16. Drainage Str. #3 2,500.00 LS 17 Draina a Str: #4 2:50D.iiO LS= ra CITY OF NEWPORT BEACH - PUBLIC WORXS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 8 (F) FOR PERIOD ENDING April 29t 1969 PROJECT: COMBINED CAPITAL PROJECTS CORONA j1FL MAR AREA BUDGET N0._ SEE BEIOW CONTRACT NO. 1123 ITEM CONTRACT PERCENT AMCUN- T . NO. CONTRACT ITEM PRiCE COMPLETE EARNED 18. Drainage Str. #5 2,500.00 LS �- 19. Modify C.B. (Profile D) 600.00 LS 20. Modify C.B. (Profile A) 400.00 LS s 21. 8" V.C.P. 10.00 /LF '22. 4" V.C.P. 6.00 /LF 23. Sewer M.H. 450.00 Ea. 24. 12" A.C.P. 10 A /LF 25. 6" A.C.P. 6.00 /LF 26. 18 x 12 T. S. & V..- 1,000.00 Ea.� 27. 6 x 6 T.S. & V 600.00 Ea. 28. 6• x 12 Reducer 75.00 Ea. ' 29. 12 x 12 Tee 200.00 Ea. 30. 12 x 6 Tee 150.00 Ea. 31. 12" G.V. 350.00 Ea. 32. 6 x 6 Tee 75.00 Ea. 33. 6" G.V. 150.00 Ea. 34. 12 x 6 Cross 150.00 Ea r s CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT , PROGRESS PAYMENT REQUEST NO. 8 (F) FOR PERIOD ENDING April 29, 1969 PROUECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET NO.SEE BELOW CONTRACT NO. 1123 ITEM AMOUNT I CONTRACT / PERCENT N0. CONTRACT ITEM PRICE COvPLETE EARNED = 35. Water Service 90.00 Ea. 161 EA I 14,490.00 36. Fire Hydrant 450.00 Ea. 1 EA 450.00 37. I Rem. F.H. 250.00 Ea. 1 EA f 250.00 38. Sand Pipe Bedding 5.00 /Ton 1,650 Tons ( 8,250.00 39. Lower St. Lt. Cond , 500.00 LS 100% 500.00 Adj. Sprinkler System 250.00 LS 100% 250..00. 0.40. , 41. 42" R.C.P. 28.00 /LF 475 LF 13,300.00,; 42. -. 36" R.C.P. 22.00 /1-F 32 LF 704.00 '. 43.. 24" R.C.P. 16.00 /LF 25' LF . i } 400.00 44.. A.C. PVmt. 20.50 /Ton 1,500 Tons 1 306750.00 • 45. A.B. 3.00 /Ton 4,680 Tons 14,040.00 ©•L'� . 'C ,APP/ /oo $231,643.45 � C .0. #1 _ C. 0. #2 405.00 C. 0. #.3 . 275.91 Budget No's:pf C. 0. #4 482.85 i 02- 3397 -177 3o wa. C. Or #5 ' 51.39 02- 3497 -175 C. 0. #6 1,171.72 02- 5597 -142 C. 0. #7 1,751.03 50- 9297 -041 C. 0. #8 6,849.35 50- 9297 -06$ I ` . f t . ORIGINAL CONTRACT $215,863.00 Send payment. tcP - . EXTRAS To DATE 21,322.25 CONTRACT To DATE 237,185.25 Walker & Bates j 5947 Jasmine Street { • AMOUNT EARNED $242,630.70 . -. Riverside, California 92504 .' LESS ION RETENTION - LESS PREVIOUS PAYMENTS 210,627.02 • .AMOUNT DUE THIS REQueST 32,003.6 Walker & Bates is not in j agreement with all of the quantitT I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. -es Or the prices 6 1GNE0/5 �- SIGNED ��d �ILC•._ t - �'. LNGrREER AGiAi:Q �i BY V-/ b CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 8 DATE ,,-w41 " i "o CONTRACT NO. 1193 PURCHASE ORDER NO. _ B!UFIGET NO.07 339W Z7 CONTRACTOR'S NAME Walker -ad Rataa PROJECT NAME AND NO. C061Md_ Capital _liaproAMnts. 19fi&&2,_C=Gjk del Hat Av%a ACTION: Due to subgr^ade conditions encountered on Second Avenue. Increase the total pavment thickness to • indws. The additional asphaltic concrete required (over the original 1500 tons as bid) shall be paid for at the unit price of $12.68/ton as proposed In your letter dated January . 1969. Total A.C. used on protects 2040.17 tons Less planned quantity 1500��s 540.17 Lois 0 $12.68 $69849.35 CONTRACTOR: BY DATE APPROVAL: eia tnaineer Department Head Date cc: Purchasing 23 CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 8 DATE ApP41 „ 1969 CONTRACT NO. 1123 PURCHASE ORDER NO. _ BUDGET No- U77 CONTRACTOR'S NAME Walker and Bates PROJECT NAME AND NO. Combined Capital Improvements- 1968 -69- Coruna del Mar Area ACTION: Due to subgrade conditions encountered on Second Avenue, increase the total pavement thickness to - inches. The additional asphaltic concrete required (over the original 1500 tons as bid) shall be paid for at the unit price of $12.68 /ton as proposed in your letter dated January , 1969. Total Q.C. used on project: 2040.17 tons Less planned quantity 1500.00 tons 540.17 tons 540.17 tons @ $12.68 $6,849.35 Walker & Bates is not in ar;reement with the quantities CONTRACTOR: % ' gzezE C *2• DATE J=-2- — 6, Z APPROVAL: R E 1 E! V 3 Field Enn neer Date y ^ €cPP f.r^ 10 Department Head _ Dalte C"silF. urchasi ng 00 CITY Of NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. _7l---- DATE March 20, 1969 CONTRACT NO. 1123 PURCHASE ORDER NO. - BUDGET NO.02- 3397 -177 CONTRACTOR'S NAME Walker and Bates PROd€6�NANIE AND NO. Combined Capital Projects, 1968 -69, Corona del Mar AREA ACTION: Due to the change in the grade of the curb on Second Avenue, the parkway area in a number of locations required lowering and regrading. This work, not shown on the original plans, was performed on a force account basis The cost of the work, per Daily Extra Work Reports and invoices submitted, is: $1,751.03 CONTRACTOR: BY DATE 6— APPROVAL: cc: Purchasing Y, RECf/V fB�� PBB11C Vi® o MAR X81 8K =- cr 36$.� `^ aw cry OF Cgtt� , lei F. RPM Authorized Previous Expenditure Today To Date ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER RATE AND P DRAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS EQUIPMENT . [ - Z r, E; Total Cost of Equipment y C: MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES F' F 4: TOTAL Cost of Materials The above record is complete and correct 2oxTR/w/ oR B PNBEexT n Sub -Total • 15 % (See. 9-03 Std. Specs.) Total this report 3 3 Z 3 WALKER & BATES PUBLIC WORKS - ENGINEERING PROJECTS - COMMERCIAL GENERAL CONTRACTORS 6947 JAGMINL ETRIR ENOINIi4RIN0 t RVUXIN0 RIYEREIDR CAUVORNIA EEE04 t1laRM 404.2430 so* -74M JAN 3 '. 189 January 30, 1969 City of Newport BSIODUC WOW Utif. 3300 Newport Blvd. Newport Beach, Calif. RE: Combined Capital Projects 1968 -69 Corona Del Mar Area Attention: Dereck White Gentlemen: Listed below please find costs on the three change orders issued: CCO -No. 7 Repair & Replacement of Grade Failures: 1 -17 -69 33.08 ,r 1 Foreman 3 Hra. @ $8.27 ' $24.81 �y 3 1 Operator 8 Hrs. @ 7.78' 62.24 @,.5.54 1 Teamster 8 Hrs. @ 6.76- 54.08 1 Laborer 8 Hrs. @ 5.563 44.48 Total Labor 185.61 I_ 1 Hough Loader 8 Hrs. @ 17.22 137.76 ` I 1 10 wheel Dump 8 Hrs. @ 4.84 38.76 ' V, Total Eqpt. 176.48 G' Total this P.O.. $362.09 , 15% 54.31 $ 416.40 Repair Grade Failures on 2nd Avenue 1 -23 -69 1- Foreman 4 Hrs. @ 8.27 33.08 1- Operator 5 Hrs. @ 7.78' 38.90 1- Teamster 5 Hrs. @ 6.76r 33.80 4- Laborers 16 Hrs. @ 5.56' 88.96 Total Labor 194.74 1 -Blade 5 Hrs. @ 10.22 51.10 1- Loader 4 Hrs. @ 17.22' 68.88 1 -10 Wheel Dump 5 Hrs. @ 4.84 24.20 Total Eqpt/ 144.18 Total $338.92 Grade Parkways as directed by residents: 1 -23 -69 1- Foreman 4 Hrs. @ 8.27 33.08 ,r 1- Operator 3 Hrs. @ 7.78 -23.34 1- Teamster �y 3 Hrs. @ 6.76 -20.28 G D 4-Laborers 16 Hrs. @,.5.54 v Aj WA L K E R &BATE S PUBLIC WORKS . ENGINEERING PROJECTS - COMMERCIAL GENERAL CONTRACTORS 1- Loader 4 6647 JASMINE STREET ENGINEERING A BUILDING 17.22.68.88 RIVERSIDE, CALIFORNIA 62604 PNONLO 666.9630 666.7406 January 30, 1969 Grade Parkways as directed by residents: 1 -Blade 3 Hrs. @ 10.22 X30.66 1- Loader 4 Hrs. @ 17.22.68.88 1 -10 Wheeler 3 Hrs. @ 4.84 `14.52 1- Tractor 3 Hrs. @ 3.00 9.00 Total Eqpt. $ Total Eqpt. & Labor $288.781/ 15% 43.31w $332.03 Very truly yours, WALKER & BATES BY: RWB /hh R.W. BATES Partner �d - Aw CITY' of BEACH • PUBLIC -0 R C.C.O. No_ .eporf No DAILY RMI&IiIIA WO Ste Work Perform Z e.t4r.4 Date of Report ri Project Nam k. D fion of WorL--.L �7V DEPARTMENT Amount Authorized Previous Expenditure Today M To Date =�--Contract No. 'HOURLY RATE SHALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAW$ AND COLLECTIVE OARGAINING AGREEMENTS �EQUIPMENT HOURLY RAT• -,*XTM DED HOURS ourfre LABOR -ir Jy 7 Total Cost of Equipment MATERIALS and/or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES Total Cost of Labor 'HOURLY RATE SHALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAW$ AND COLLECTIVE OARGAINING AGREEMENTS �EQUIPMENT Total Cost of Equipment MATERIALS and/or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials The Pbgve record is complete and correct CONTRACTOR'S RPMSENTATIVE Sub-Total *15% (Sec. 9-03 Std. Specs.) Total this report 77 I WSPECTOR White to Inspector Yellow to Public Works Department Fink to Contractor ar For office use only Pd. on Est. No E 6 WALKER & BATES PUBLIC WORKS . ENGINEERING PROJECTS - COMMERCIAL GENERAL CONTRACTORS 6947 JASMINE STREET ENGINEERING k BBn.DING RIVERCIDIL CALIFORNIA 92004 February 21, 1969 City of Newport Beach 3300 Newport Blvd. Newport Beach, Calif. RE: Combined Capital Projects 1968 -69 Corona Del Mar Area Gentlemen: Listed below please find costs on orders: Cut new parkway grade & removal from yard (Bayside Dr.) Excavatind material from parkways & grade failures C -1123 Dtd. 2 -12- 69,2- 17 -69, 2- 18 -69, Date of Report: 2-20-69,'.. Labor: tee. r R,., a ,VV 1 77e Supervision -2 hrs. @ 8.27 16.54 Laborer .1 hr. @ 5.56 5.56 Operator "8 hrs, @ 7.78 "� 62.24 Operator '-1 hr. @ 7.78 '.7.78 Total Labor $ 99.90 ✓ Equipment: Ford tractor I hr. @ 3.00 Loader W /driver 8 hrs.@ 17.22 Dump truck W /driver 40 hrs. @15.39 Dump W /driver 15 hrs. @ 15.39 Loader W /driver 1 hr. @ 17.22 Total Equipment Labor 99.90 Eqpt. 850.53 Total 949 {+3 15% `1 18iT07 Aotal dud—, r"t -.56 F'F+ 7 RECEIVED FES2 51969 PUWG Wwt UfPTE 3.00 137.76 615.60 76.95 17.22 850.53 U) -. PR9Nas, 666 -3670 669 -7409 /Uy7 -�rJ9 t / & F'5' / D CITY OF NEWPO CH - PUBLIC Ic C.O. No_ port No- — DAILY EXTRA WORK-2 =- % Work Performedl' to of Report Project Name .' Description of* Work "_ry ��'P,(i /= /,V f: L _ -- - HOURLY RATE• TMENT AM LABOR Authorized Previous Today To Date - '_Confract No. �✓ 1 .: _ -- - HOURLY RATE• ;, 'NOURS AM LABOR if✓ � Total Cost of Equipment Total Cost of Labor MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES - - 1 ;0�; RATR -"ALL INCLUDE ACTUAL WAGES PAID FWt PAYMENT- REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIW %GA1NIN0 AGREEMENTS /_ 3 _ wit eyru�rmtry i if✓ � Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials The,obove record is complete and correct f /4� coxTRAaroR-- Rme- cxrATlYe Sub -Total *15% (Sec. 9 -03 Std. Specs.) Total this,report White to Inspector Yellow to Public Works Department Pink to Contractor For office use a Pd. on Est. No WALKER & BATES PUBLIC WORKS . ENGINEERING PROJECTS . COMMERCIAL GENERAL CONTRACTORS 5947 JASMINE STREET ENGINEERING k SVILDING RIVERSIDE. CALIFORNIA 91504 PHONES. 606.5690 669.7409 February 21, 1969 City of Newport Beach 3300 Newport Blvd. Newport Beach, California RE: Combined Capital Projects 1968 -69 Corona Del Mar Area Gentlemen: Listed below please find cost on %W change orders: C -1123 GDade parkway to new grade dated 2 -20 -69 Laborer 4 hrs. $5.56 Supervision ` 3 hrs. 8.27 Laborer (2) 16 hrs. 5.56 Operators(2) 10 7.78 Total labor Equipment; Ford tractor -4 hrs. @ $3.00 Backhoe - 6 hrs. @ 8.00 Dump truck 2 hrs. @ 4.84 Total Eqpt. 15% Total Due $22.24, 24.81 88.96 77:80' 213.81 12.00 48.00' 9.68 L- $69.68 213.81 69.68 $ 283.49 42.52 $326.01 RECEIVED FEB 251969 PUSUC WOMS DEPT, i 4� CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 3300 14. Newport Boulevard M7' 7. 1969 TO: J• S. Lindsay 919 Sunset Drive Costa Mesa, California 92628 ATTENTION: SUBJECT: Installation of Surveyors Monuments - 2nd Avenue. in Corona del Mar We are Transmitting the following: No. Copies Description Remarks: Copies to: 1 P. 0. 10376 1 STD - 110-L 1 Index Sht - C -1123 with locations. The surveying will be perfbn ed by Raub. Bain, Frost. and Associates and the City. You will be notified when points have been established for you. DHW /w Atts. By: �. Derek H. White Design Engineer • CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 7 FOR PERIOD ENDING February 20, 1969 PROJECTsCOMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. 1123 1 Temp. A.C. Pvmt. 2 Perm. A.C. Pvmt. (Trench) 3 Misc. A.C. Patching 4. P.C.C. Alley Pvmt. 5. P.C.C. Alley Appr. 6. P.C.C. Drive Appr. 7. P.C.C. Cross Gutter S. C & G "A" 6" 9. C & G "A" 8" 10. P.C.C. Sidewalk 11. P.C.C. Pipe Encasement 12. Adj., Rem., Repl. Walks, etc. 13. Drainage Str. #1 14. Drainage Str. #2 9,370.00 0.50 /SF 15. Rem. M.H. etc. 16. (� Drainage Str. #3 17. 1 Drainage Sir. #4: PRICE I COMPLETE EARNED $ 1,503.75 I $0.75/LF 2$805 LF 2.00 /LF 105 LF 210.00 0.50 /SF 8,562 SF 4,281.00 0.70 /SF 77.923 SF 54,546.10 25.00 Ea. 32 EA 7,200.00 0.65 /SF 3,122 SF 2,029.30 0.80 /SF 3,116 SF I 2,492.80 2.00 /LF ) 2.00 /LF ) 4,685 LF 9,370.00 0.50 /SF 4,269 SF 2,134.50 30.00 /CY 16 CY 480.00 2.50 /SF 900 SF 2,250.00 2,500.00 LS 100% 2,500.00 800.00 LS 100% 800.00 900.00 LS g00t} 900.00 2,500.00 LS 100% 2.500 00 2.500.00 <;LS: CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. FOR PERIOD ENDINGGoh�„ go 1969 PROjECTo_ COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO._ SEE BELOW CONTRACT NO. 1123 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 18. Drainage Str. #5 2,500.00 LS 100% $ 2,500.00 19. Modify C.B. (Profile D) 600.00 LS 100% 600.00 20. Modify C.B. (Profile A) 400.00 LS 100% 400.00 21. 8" V.C.P. j 10.00 /LF 44 140 LF 1,400.00 22. 4" V.C.P. 6.00 /LF 20 LF 120.00 23. Sewer M.H. 450.00 Ea. 2 EA 900.00 24. 12" A.C.P. 10.00 /LF 1,870 LF 18,700.00 25. 6" A.C.P. 6.00 /LF 3,357 LF 20,142.00 26. 18 x 12 T.S. & V:- 1,000.00 Ea. 1 EA 1,000.00 27. 6 x 6 T.S. & V 600.00 Ea. 1 EA 600.00 28. 6-x 12 Reducer 75.00 Ea. 1 EA 75.00 29. 12 x 12 Tee 200.00 Ea. 1 EA 200.00 30. 12 x 6 Tee 150.00 Ea. 1 EA 150.00 31. 12" G.V. 350.00 Ea. f 3 EA 1,050.00 32. 6 x 6 Tee 75.00 Ea. 9 EA 675.00 33. 6" G.V. 150.00 Ea. 21 EA 3,150.00 34. 12 x 6, Cross CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 7 FOR PERIOD ENDING February 20, 1969 PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET NO.SEE BELOW CONTRACT NO. 1123 ITEM N0. CONTRACT ITEM CONTRACT PRICE PERCENT COD"PLETE AMOUNT EARNED 35. Water Service 90.00 Ea. 161 EA $ 14,490.00 36. Fire Hydrant 450.00 Ea. 1 EA 450.00 37. Rem. F.H. 250.00 Ea. 1 EA 250.00 38. Sand Pipe Bedding 5.00 /Ton 1,650 Tons 8,250.00 39. Lower St. Lt. Cond 500.00 LS I 100% 500.00 w 40. Adj. Sprinkler System 250.00 LS 100% 250.00 41. 4 42" R.C.P. 28.00 /LF 475 LF 13,300.00 42. 36" R.C.P. 22.00 /LF 32 LF 704.00 43. 24" R.C.P. 16.00 /1-F 25 LF 400.00 44. A.C. Pvmt. 20.50 /Ton 1,500 Tons * 30,750.00 45. A.B. 3.00 /Ton 4,680 Tons 14,040.00 $231,643.45 * Unit price of additional tonnage { (540) to be negotiated C.O. #1 #2 405.00 Budget No's: #3 275.91 02- 3397 -177 124,543.70 #4 482.85 02- 3497 -175 33 7799QQ pp 33;6Z0:S0 #5 51.39 02- 5597 -142 #6 1,171 72 50- 9297 -041 29,142.00 234.630.32 50- 9297 -063 40,613.75 ' ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT TO DATE AMCUNT EARNED LESS 10% RETENTION '.-SS PREVIOUS PAYMENTS Am!G!JNT DUE THIS REQUEST $215,863.00 13,371.87 229,234.87 $234,030.32 �..... 23,403.30 196,730.55 $ 13,896.47 f :- .ZRZ8Y CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. Send payment to: Walker & Bates 5947 Jasmine Street Riverside, California 92504 SIGNED SIGNED ENGINEER CONTRACTOR BY r �S CITY OF NEWPORT BEACH - PUBLIC WORMS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 7 FOR PERIOD ENDING February 20, 1969 PROJECT:COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. 1123 ITEM I CONTRACT PFRCFNT i ANk1I ]KIT 1 Temp. A.C. Pvmt. $0.75/LF 2:005 LF $ 19503.75 2 Perm. A.C. Pvmt. (Trench) 2.00 /1-F 105 LF 210.00 3 Misc. A.C. Patching 0.50 /SF 8,562 SF 4,281.00 4. P.C.C. Alley Pvmt. 0.70 /SF 77.923 SF 54,546.10 5. P.C.C. Alley Appr. 225.00 Ea. 32 EA 7,200.00 ' 6. P.C.C. Drive Appr. 0.65 /SF 3,122 SF 29029.30 7. P.C.C. Cross Gutter 0.80 /SF 3,116 SF 2,492.80 8. C & G "A" 6" 2.00 /LF ) 9. C & G "A" 8" 2.00 /LF )) 40685 LF 9,370.00 10. P.C.C. Sidewalk 0.50 /SF 49269 SF' 2,134.50 11. P.C.C. Pipe Encasement 30.00 /CY 16 CY 480.00 12. Adj.. Rem., Repl. Walks. etc. 2.50 /SF 900 SF 2,250.00 13. Drainage Str. #1 2,500.00 LS 100% 2,500.00 14. Drainage Str. #2 800.00 LS 100% 800.00 15. Rem: M.H. etc. 900.00 LS 100th 900.00 16. Drainage Str. #3 2.500.00 LS 100% 21500.00 17. Drainage Str. #4 2 500.00 LS 1 1 �~ \ CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. FOR PERIOD ENDING PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. 1123 18. Drainage Str. #5 2,500.00 LS j II 100% 19. Modify C.B. (Profile D) 600.00 LS 100% 20. Modify C.B. (Profile A) 400.00 LS 100% 21. 8" V.C.P. 10.00 /LF 140 LF 22. 4" V.C.P. 6.00 /LF 20 LF 23. Sewer M.H. 450.00 Ea. 2 EA 24. 12" A.C.P. 10.00 /LF 1,870 LF 25. 6" A.C.P. 6.00 /LF 3,357 LF 26. 18 x 12 T. S. & V:.- 1,000.00 Ea. 1 EA 27. 6 x 6 T.S. & V 600.00 Ea. 1 EA 28. 6-x 12 Reducer 75.00 Ea. 1 EA 29. 12 x 12 Tee 200.00 Ea. l EA 30. 12 x 6 Tee 150.00 Ea. 1 EA 31.. 12" G.V. 350.00 Ea. 3 EA 32. 6 x 6 Tee 75.00 Ea. 9 EA 33. 6" G.V. 150.00 Ea. 21 EA 34. 12 x 6 Cross 150.00 Ea. 6 EA $ 2,500.00 600.00 400.00 1,400.00 120.00 900.00 18,700.00 20,142.00 '1,000.00 600.00 75.00 200.00 I 150.00 1,050.00 675.00 3,150.00 l I CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 7 FOR PERIOD ENDING Febniary 90_ 196 PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET NO.SEE BELOW CONTRACT NO. 1123 35. Water Service 36. Fire Hydrant 37. Rem. F.H. 38. Sand Pipe Bedding 39. Lower St. Lt. Cond 40. Adj. Sprinkler System 41. 42" R.C.P. 42.. 36" R.C.P. 43. 24" R.C.P. 44.. A.C. Pvmt. 45. A.B. * Unit price of additional tonnage (540) to be negotiated Budget No's: 02- 3397 -177 1244,75p433.700 02- 5597 -142 33;6Z0:S0 50- 9297 -041 29,142.00 50- 9297 -063 40,613.75 1.VIN 11% PR ICE 90.00 Ea. 450.00 Ea. 250.00 Ea. 5.00 /Ton 500.00 LS 250.00 LS 28.00 /LF 22.00 /LF 16.00 /LF 20.50 /Ton 3.00 /Ton COMPLETE 161 EA 1 EA 1 EA 1,650 Tons 100% 100% 475 LF 32 LF 25 LF 1,500 Tons 4,680 Tons C. 0. #1 #2 #3 #4 #5 #6 $ 14,490.00 450.00 250.00 8,250.00 500.00 250.00 13,300.00 704.00 400.00 30,750.00 14,040.00 $231,643.45. 405.00 275.91 482.85 51.39 ORIGINAL CONTRACT $215,863.00 Send payment to: EXTRAS TO DATE 13,371.87 CONTRACT TO DATE 229,234.87 Walker & Bates 5947 Jasmine Street AMOUNT EARNED $234,030:32 Riverside, California 92504 LESS IO,% RETENTION 23,403.30 LESS PREVIOUS PAYMENTS 196,730.55 AMOUNT DUE THIS REQUEST $ 13,896.47 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED SIGNED ENGINEER CONTRACTOR BY CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT � Z PAYNCNT REQUEST NO. 7 FOR PERIOD END Ip1� PROJECT:COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA / BUDGET NO. SEE BELOW CONTRACT Na. 1123 1 2 3 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. Temp, A.C. Pvmt. Perm. A.C. Pvmt. (Trench) Misc. A.C. Patching P.C.C. Alley Pvmt. P.C.C. Alley Appr. P.C.C. Drive Appr. P.C.C. Cross Gutter C & G "A" 6" C & G "A" 8" P.C.C. Sidewalk P.C.C. Pipe Encasement Adj., Rem., Repl. Walks, etc. Drainage Str. #1 Drainage Str. #2 Rem. M.H. etc. Drainage Str. #3 $0.75 /LF 2.00 /LF 0.50 /SF 0.70 /SF 25.00 Ea. 0.65 /SF 0.80 /SF 2.00 /LF ) 2.00 /LF ) 0.50 /SF 30.00 /CY 2.50 /SF 2,500.00 LS 800.00 LS 900.00 LS 2,500.00 LS 2005 LF 105 LF 8,562 SF' 77923 SF 32 EA 3,122 SF 3,116 SF 4,685 LF 4,269 SF 16 CY 900 SF 100% 100% 100$1 100% $ 1,503.75 210.00 4,281.00 54,546.10 7,200.00 ` 2,029.30 2,492.80 9,370.00 2,134.50 480.00 2,250.00 2,500.00 800.00 900.00 2,500.00 I J i • CITY OF NEWPORT BEACH - PUBLIC WORieS DEPARTMENT PROGRESS PAYMENT REQUEST NO. FOR PERIOD ENDING PROJECT: COMBINED CAPITAL PROJECTS, ORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. 11? 18. Drainage Str. #5 2,500.00 LS ` 100% $ 2,500.00 19. Modify C.B. (Profile D) 600.00 LS II 100% 600.60 20. Modify C.B. (Profile A) 400.00 LS 100% 400.00 21. 8" V.C.P. + 1 10.00 /LF 140 LF 1,400.00 22. 4" V.C.P. 6.00 /LF 20 LF 120.00 23. Sewer M.H. 450.00 Ea. 2 EA i 900.00 24. 12" A.C.P. 10.00 /LF 1,870 LF 18,700.00 25. 6" A.C.P. 6.00 /0 39357 LF 20,142.00 26. f 18 x 12 T.S. & V"- 1,000.00 Ea. 1 EA '1,000.00 27. f 6 x 6 T.S. & V 600.00 Ea. 1 EA 600.00 28. 6•x 12 Reducer 75.00 Ea. 1 EA 75.00 li 29. 12 x 12 Tee 200.00 Ea. 1 EA 200.00 30. 12 x 6 Tee 150.00 Ea. 1 EA 150.00 'I 31.. 12" G.V. 350.00 Ea. 3 EA 1,050.00 32. ; 6 x 6 Tee 75.00 Ea. 9 EA 675.00 33. 6" G.V. 150.00 Ea. 21 EA 3,150.00 34. 12 x 6 Cross 159.00. Ea..., 6 EA 901.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT i PROGRESS PAYMENT REQUEST NO. 7 FOR PERIOD ENDING Fnhruary.20. 1969 PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET NO-SEE BELOW CONTRACT NO. 1123 ITEM j CONTRACT PERCENT AMOUNT NO. ! CONTRACT ITEM PRICE i COMPLETE EARNED 35. Water Service 90.00 Ea. 161 EA $ 14,490.00 i 36. Fire Hydrant 450.00 Ea. 1 EA 450.00 37. Rem. F.H. 250.00 Ea. 1 EA 250.00 38. Sand Pipe Bedding 5.00 /Ton 1,650 Tons 8,250.00 39. Lower St. Lt. Cond 500.00 LS 100% 500.00 40. Adj. Sprinkler System 250.00 LS 100% 250.00 41. 42" R.C.P. 28.00 /LF 475 LF 13,300.00 �. 42.. I 36" R.C.P. 22.00 /LF 32 LF 704.00 43. 24" R.C.P. 16.00 /LF 25 LF 400.00 i 44. A.C. Pvmt. 20.50 /Ton 1,500 Tons * 30,750.00 y 45. A.B. 3.00 /Ton 4,680 Tons 14,040.00 . i j $231,643.45. ' itXgnX�X��; ���X143EX�119aX1J (�16�AX�4Yd41i1�%( I (57l8 ;Xxbxh §xh§46UAxW C.O. #1 - 1 #2 405.00 Budget No's: #3 275.91 i 02- 3397 -177 124,543.70 #4 482.85 02- 3497 -175 33;7q:pD i 02- 5597 -142' 3 6 0 oUU #6 ` 1,171.72 50- 9297 -041 29,142.00 234.0 .3.2 'i 50- 9297 -063 409613.75 I ORIGINAL CONTRACT $215,863.00 Send payment to: EXTRAS To DATE 13,371.67- :1 CONTRACT To DATE 229,234.87 Walker & Bates 5947 Jasmine Street j AMOUNT EARNED $234,030.32 Riverside, California 92504 I_zss 10,% RETENTION 23,403.30 LESS PREVIOUS PAYMENTS 196,730.55 _AMJUNT DUE THIS REQUEST $ 13,896.47 I hERESY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. n S iGNE _ S IGNED &,r fix, ! Y ENGINEER ONTRACTOR BY C -r«3 CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 6 DATE February 6, 1969 CONTRACT NO. 1123 PURCHASE ORDER NO. - BUDGET NO.02- 3397 -177 CONTRACTOR'S NAME Walker and Bates PROJECT NAME AND NO. Combined Capital Projects 1968 -69, Corona del Mar Area ACTION: In Second Avenue, at locations designated in the field, excavate and dispose of unstable material in the subgrade. The labor and equipment are to be paid for on a foree account basis,. The additional aggregate base shall be paid for under proposal item #45. The cost of this work, per Daily Extra Work Report and invoice submitted is: $1,171.72 CONTRACTOR: - P %_�� BY - DATE APPROVAL: cc: Purchasing RE ED FC'Jilr i5'GRK I c , CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C.O.' No— sot — Amount Aufhorized S Sport No DAILY EXTRA WQ)IlE1REPORT Previous Expenditure S afe Work Performed �' i , __ . Today Syv Date of Report —,J —�� 9 To Data $ Project Name G /%N'%�//11 �/ � 1111, ta-wy%Contrec+ No. Description o ' Ur 64 11 JCA9:—r HOURLY RATE• I HOURS I E%TENDED AMOUNTS ` 1 ARnR i -HOURLY RATE SMALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIxx BARGAINING AGREEMENTS EQUIPMENT D � Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials The above record is complete and correct i' f� <� CON CTOO,,,,,r� S% TPR % C ' , / %' A;,; kb / S Sub—Total •15% (Sec. 9 -0 3 Std. Specs.) Total this report P INSPECTOR [For office use only -r White to Inspector Pd. on Est. No zYelbw to Public Works Department Checked,by Fmk to Cordrac+or WA L K E R & BATE S PUBLIC WORKS . ENGINEERING PROTECTS - COMMERCIAL GENERAL CONTRACTORS 6947 JASMINE STREET DNGINBERING B RUMDING RIVERSIDE. CALIFORNIA 92604 January 22, 1968 City of Newport Beach 3300 Newport Blvd. Newport Beach, Calif. 92660 RE: Combined Capital Projects 1968 -69 Corona Del Mar Area Attention: Derek White Gentlemen: Listed below are the prices for Change Orders No. 4 & 5. CCO No. 4 1 -8 -69 Contract No. C -1123B Revise Grade of X- GutterE /S W Rdwy. & Avacoda 1 Cement Foreman 1' Hrs. @ $8.02 12.0 3; 2 Cement Finisher 1'k Hrs. @ 7.18 21.54 2 Laborers 1 Hr. @ 5.56 11.12" Total 44.W_ 15% 6.70 Total $51.39 c PHONES. 688.9690 669.7409 RcrrivFO JAN 2; 1969 ? UBLIC 1U�� CCO No. 5 1 -16 -69 Contract No. C -1123B Removal & Replacement of Grade Failure due to insufficient AB Sec. 1 Op. Engineer 8 Hrs. @ $7.78 62.24 1 Teamster 8J Hrs. @ $6.76 54.08 1 Laborer 8J Hrs. @ $5.56 44.48 1 Supervisor 3 Hrs. @ $8.27 24.81 1 Loader 8 trs. @ $17.22 137.76 Dunp Truck 8—Hrs. @ 4.84 38.72 10— 176.48 Total Labor Total Eqpt. Total 15% Overhead Total 18541 176.48 36 " SA '0. $Adi D Very truly yours, WALKER & BATES d- 1. CITY OF NEWPORT BEACH • PUBLIC WORKS DEPARTMENT If C.C.O. No- 7 Amount Authorized $ geport No — DAILY EXTRA WORK REPORT Previous Expenditure $ Date Work Performed 1-1'7 Today Date of Repo 23 —&7 To Date $ Project Namezjwi Contract No., Description of Work 101-711;111 e-05;W'41fi vr e HOURLY RATE SHALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS —EQUIPMENT -24le I IRSPECTOR "its to Inspector :1,Yellow to Public Works Department 4inkto Contractor For office use Pd. on Est. No Chocked by- %i zr ct '4 Total Cost of Equipment F. MATERIALS and/or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials The above record is complete agd correct I - COMTRC TO P WSETI T� Sub -Total *15%(Sec.9-03 Std. Spe X, Cs.) Total this report - N I IRSPECTOR "its to Inspector :1,Yellow to Public Works Department 4inkto Contractor For office use Pd. on Est. No Chocked by- %i zr ct //__ CITY 6E - Ok(PORT.,ACN - PUBLIC WORKS` DEPARTMENT ,.: C_ .C.O. No la Amount Authorized eport No — -- DAILY -EXTRA W 1tEPORT Previous Expegdifw ate Work Performed Z— Z 3 - G 9 Today Date of Report-2=- 3 -�d q To Date Project Name 19 Contract No._ A Description of Work I J i Z3, - HOURLY RATE SMALL INCLUDE ACTUAL WAG" PAID P % PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND CoLLECTIYS BARGAINING AGREEMENTS HOURLY RATE HOURS AMO LABOR 4.0 A'• Total Cost of Equipment Total Cost of Labor - HOURLY RATE SMALL INCLUDE ACTUAL WAG" PAID P % PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND CoLLECTIYS BARGAINING AGREEMENTS - INSPECTOR White to Inspector Yellow to Public Works Department Pink to Contraclor For office use only Pd. on Esf. No Checked by C' ;r EQUIPMENT 4.0 A'• Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES r. = _ TOTAL Cost of Materials L` The above record is complete and correct A CoNT�ACrO B ,R/P�ESi}N TAT )yE \ /.mot`` /t.3� Sub -Total *Is% (Sec. 9-03 Sfd. Spec&.) Total this report ti - INSPECTOR White to Inspector Yellow to Public Works Department Pink to Contraclor For office use only Pd. on Esf. No Checked by C' ;r 0 a WALKER & BATES PUBLIC WORKS . ENGINEERING PROJECTS - COMMERCIAL GENERAL CONTRACTORS 6847 JASMINE STREET ENGINEERING k BUILDINO RIVERSIDE. CALIFORNIA 92604 Fmomme. 666 -3690 669.7409 R F C } j II _ January 30, 1969 1 a- U JAN 3 '.1969 City of Newport BRtiDUG ft h'6 6 utr f . 3300 Newport Blvd. Newport Beach, Calif. Attention: Dereck White Gentlemen: c- 112,3. RE: Combined Capital Projects 1968 -69 Corona Del Mar Area Listed below please find costs on the three change orders issued: Hrs. @ 8.27 1- Operator 3 Hrs. 1 -17 -69 7.78 CCO -No. 7 Repair & Replacement of Grade Failures: @ 6.76 r 1 Foreman 3 Hrs. @ $8.27 ' $24.81 1 Operator 8 Hrs. @ 7.78- 62.24 1 Teamster 8 Hrs. @ 6.76- 54.08 1 Laborer 8 Hrs. @ 5.561 44.48 Total Labor 185.61 1 Hough Loader 8 Hrs. @ 17.22 137.76 ` 1 10 wheel Dump 8 Hrs. @ 4.84 38.76 ' r� Total Eqpt. 176.48 V c Total this P.O. $362.09 15% 54.31 $ 416.40 Repair Grade Failures on 2nd Avenue 1 -23 -69 1- Foreman 4 Hrs. @ 8.27 33.08 1- Operator 5 Hrs. @ 7.78- 38.90 1- Teamster 5 Hrs. @ 6.76 33.80 4- Laborers 16 Hrs. @ 5.56' 88.96 Total Labor 194.74 1 -Blade 5 Hrs. @ 10.22 51.10 1- Loader 4 Hrs. @ 17.22 . 68.88 1 -10 Wheel Dump 5 Hrs. @ 4.84 24.20 Total Eqpt/ 144.18 Total Grade Parkways as directed by residents: 1 -23 -69 1- Foreman 4 Hrs. @ 8.27 1- Operator 3 Hrs. @ 7.78 1- Teamster 3 Hrs. @ 6.76 4- Laborers 16 Hrs. @ 5.56 $338.92 33.08 p� 23.34 O 20.28 G - WUMSK 165.66 CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 5 DATE January 24, 1969 CONTRACT NO. 1123 PURCHASE ORDER NO. - BUDGET NO.02- 3397 -177 CONTRACTOR'S NAME Walker and Bates PROJECT NAME AND NO. Combined Capital Projects 1968 -69, Corona del Mar Area ACTION: In the median at the intersection of Avocado Avenue and Second Avenue, revise the grade of the Cross gutter as directed. As the cross gutter area had been graded and formed, the labor nec- essary to re -grade and change the forms shall be paid for on a force account basis. The cost of this work, per Daily Extra Work Report and invoice submitted is: $51.39 APPROVAL: E -r -6 e CONTRACTOR: BY Z WW - DATE a — -9-G - G % cc: Purchasing RECEIVED PUBII� V'IDR" C': iY Of Mc't rJKl" BE4"' X C611F. Y�� RATE- I HOURS *HOURLY PATH SHALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND EXTENDED AMOUNTS AGREEMENTS —EQUIPMENT 71 7e—A)Z Adis, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT No Amount Authorized Sport No DAILY EXTRA WORK IFiRT Previous Expenditure ate Work Performed —L -: —el 91 Today Date of Repo To Date e�, Project Name—L� �11113 0/�; 0 Contract No. —��j Description of Wor A%S- /w/ YOWi RATE- I HOURS *HOURLY PATH SHALL INCLUDE ACTUAL WAGES PAID PLUS PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND EXTENDED AMOUNTS AGREEMENTS —EQUIPMENT 71 7e—A)Z Total Cost of Equipment MATERIALS and/or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES 17-C,07 TOTAL Cost of Materials The above record is complete and correct JL V CONTFIA64IRR-0 R SENTATIVE Sub otal 15 % (See. 9-03 Sid. Specs.) Total this report White to Inspector Yellow to Public. Works; Department Pink to Contractor For office use only Pd. on 6t. No �4 � r t } WA L K E R &BATE S PUBLIC WORKS - ENGINEERING PROJECTS - COMMERCIAL GENERAL CONTRACTORS 6547 JASMINE STREET =NOINXEMO S BUILDING RIVERSIDE. CALIFORNIA 52204 •II6R26. 666 -2620 665.7406 City of Newport Beach 3300 Newport Blvd. Newport Beach, Calif. 92660 January 22, 1968 RE: Combined Capital Projects 1968 -69 Corona Del Mar Area Attention: Derek White 8 Hrs. @ $7.78 62.24 Gentlemen: 8 Hrs. @ $6.76 54.08 p � Ir. F 0 Listed below are the prices for Change Orders No. 4 & 5. JAN 2 3 1969 3 Hrs. @ $8.27 24.81 18 5. ifl Loader 8 Hrs. @ $17.22 137.76 CCO No. 4 Revise 1 -8 -69 GutterE /S Contract No. C -1123B PUBLIC VYUn.,. �- .Grade of X- W Rdwy. & Avacoda . �• 1 Cement Foreman 1'k Hrs. @ $8.02 12.03 Eqpt. 2 Cement Finisher 1'k Hrs. @ 7.18 21.54 2 Laborers 1 Hr. @ 5.56 11.12' Total Total 44.69 157 6.70 Very truly yours, Total $51.39 - rz&LNo.. -5 1 -16 -69 Contract No. C -1123B gemoval..,& Replacement of Grade Failure due to insufficient AS Sec. 1 Op. Engineer 8 Hrs. @ $7.78 62.24 1 Teamster 8 Hrs. @ $6.76 54.08 1 Laborer 8 Hrs. @ $5.56 44.48 1 Supervisor 3 Hrs. @ $8.27 24.81 18 5. ifl Loader 8 Hrs. @ $17.22 137.76 Dunp Truck 8 Hrs. @ 4.84 38.72 At- 176.48 Total Labor 18541 f: Total Eqpt. 176.48 Total 13 d'. ,? 15% Overhead Total Very truly yours, WALKER & BATES I % CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 6 FOR PERIOD ENDING January 20. 1969 PROJECT: COMBINED CAPITAL PROJECTS, COPONA DEL MAR AREA BUDGET NO.SEE BELOW CONTRACT NC. 1123 NO. I CONTRACT ITEM I PRICE 1 COMPLETE ! EARNED 35. 36. 37. 38. 39. 40., 41. 42. 43. 44. 45. Water Service Fire Hydrant Rem. F.H. Sand Pipe Bedding Lower St. Lt. Cond Adj. Sprinkler System 42" R.C.P. 36" R.C.P. 24" R.C.P. A.C. Pvmt. A.B. 90.00 Ea. 450.00 Ea. 250.00 Ea. 5.00 /Ton 500.00 LS 250.00 LS 28.00 /LF 22.00 /LF 16.00 /LF 20.50 /Ton 3.00 /Ton 162 EA 1 EA 1 EA 1,650 Ton 100% 20 %,. 475 LF 32 LF 25 LF 1,098.20 Ton 4,381.10 Ton C.O. #1 C. 0. #2 C. 0. #3 C. 0. #4 33, 34, 3S, 36, 37,3 $ 14,580.00 450.00 250.00 8,250.00 500.00 50.00 13,300.00 704.00 400.00 22,513.10 13,143.30 217,425.74 ! 405.00 275.91 482.85 1218,589.50 I ORIGINAL CONTRACP -177 2 Send payment to: EXTRA$ TO DATE 11 498.76 02-3397 - -31, 228.94 .4la,/2,3s,�v,4a4 (3,g6,6,7,,9 227,361.76 s 3 7/g ! 02-3497-175_----- _ _ (,r, i3, is is, iG 17 /8, 79.Z °, 4000 02- 5597 -142- -- -..__- ._......1,220.00 218,589.50 (-z 4,33,4 ) -0,000 50- 9297 -041 - _.._._-- ._ -...- (Z.5, 35) LESS PREVIOUS PAYMENTS qi, ooa 50- 9297 - 063-- - - ---' 255.16 AMLUNT DUE THIS REQUEST 32,704.1D / I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE 162 EA 1 EA 1 EA 1,650 Ton 100% 20 %,. 475 LF 32 LF 25 LF 1,098.20 Ton 4,381.10 Ton C.O. #1 C. 0. #2 C. 0. #3 C. 0. #4 33, 34, 3S, 36, 37,3 $ 14,580.00 450.00 250.00 8,250.00 500.00 50.00 13,300.00 704.00 400.00 22,513.10 13,143.30 217,425.74 ! 405.00 275.91 482.85 1218,589.50 I ORIGINAL CONTRACP $215,663.00 2 Send payment to: EXTRA$ TO DATE 11 498.76 - ='- $63 00 CONTRACT To DATE 227,361.76 �D,gas 0O Walker & Bates 5947 Jasmine Street AmSUNT EARNED 218,589.50 Riverside, California 92504 LEss i0% RETENTION 21,858.95 LESS PREVIOUS PAYMENTS 164,026.45 _ AMLUNT DUE THIS REQUEST 32,704.1D / I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT- 5 1 GNED SIGNED ENGINEER CONTRACTOR BY RECFIVED CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT JAN 3 01969 pNT /► rl PROGRESS PAYMENT REQUEST NO. 6 FOR PERIOD ENPUB�I -bH fik4l-i_ PROJECT:COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. 1123 1 2 3 4. 5. ,4 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. Temp. A.C. Pvmt. Perm. A.C. Pvmt. (Trench) Misc. A.C. Patching P.C.C. Alley Pvmt. P.C.C. Alley Appr. P.C.C. Drive Appr. P.C.C. Cross Gutter C & G "A" 6" C & G "A" 8" P.C.C. Sidewalk P.C.C. Pipe Encasement Adj., Rem., Repl. Walks, etc. Drainage Str. #1 Drainage Str. #2 Rem. M.H. etc. Drainage Str. #3 $0.75 /LF 2.00 /LF 0.50 /SF 0.70 /SF 225.00 Ea. 0.65 /SF 0.80 /SF 2.00 /LF 2.00 /LF 0.50 /SF. 30.00 /CY 2.50 /SF 2,500.00 LS 800.00 LS 900.00 LS 2,500.00 LS 2,005 LF 260 LF 3,510.75 SF 77,433.50 SF 32 EA 2,750.50 SF 3,115.25 SF 4,525.5 LF 150 LF 2,043 SF 16 CY 484.5 SF 100% 100% 100% 100% 100% $ 1,503.75 520.00 1,755.37 54,203.45 7,200.00 1,787.82 2,492.20 9,051.00 300.00 1,021.50 480.00 1,211.25 2,500.60 800.00 900.00 2;500.00 ` 2,50Q.00 I CITY OF NEWPORT BEACH - PUBLIC WORMS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 6 FOR PERIOD ENDING January 70_ 1959 PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA - BUDGET NO. SEE BELOW CONTRACT NO. 1123 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM P�: :,I- E CQWLETE EARNED 18. i Drainage Str. #5 2,500.00 LS ` 100% I $ 2,500.00 19. Modify C.B. (Profile D) 600.00 LS 100% 600.00 20. Modify C.B. (Profile A) 400.00 LS , 100% j+ ;++ 400.00 21. 8" V.C.P. 10.00 /LF 140 LF I 1,400.00 22. 4" U.C.P. 6.00 /LF 20 LF ` 120.00 23. Sewer M.N. 450.00 Ea.� 2 EA 900.00 24. , 12" A.G.P. 10.00 /LF 1 1,870 ! LF. 18,700.00 25. 6" A.C.P. 6.00 /1-F 3,356.56 LT 1 20,139.00 26. 18 x 12 T.S. & V:- 1,000.00 Ea.� 1 EA 1,000.00 27. 6 x 6 T.S. & V 600.00 Ea. 1 EA 600.00 28. 1 Red 6 x 2 Reducer 75.00 Ea.� 1 EA ! 75.00 ` , e 29. ( 12 x 12 Tee 200.00 Ea. 1 EA 200.00 30. 1 12 x 6 Tee 150.00 Ea. 1 EA ) 150.00 31. 12" G.V. 350.00 Ea. 3 EA 1,050.00 32. 6 x 6 Tee 75.00 Ea. 9 EA 675.00 33. 6" G.V. 150.00 Ea.) 21 EA 3,150.00 34. 12 x 6 Cross 150.00 Ea.� 6 EA d 900.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO._ 6 FOR PERIOD ENDING JanuarY 20, 1969 PROJECT: COMBINED CAPITAL PROJECTS, COPONA DEL MAR AREA BUDGET NO.SEE BELOW CONTRACT NC. 1123 ITEM I I Cf; \TRd ^T i ' Pr RCFNT I AMOUNT 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. ITEM I PRICE Water Service Fire Hydrant Rem. F.H. Sand Pipe Bedding Lower St. Lt. Cond Adj. Sprinkler System 42" R.C.P. 36" R.C.P. 24" R.C.P. j A.C. Pvmt. A.B. Budget No's: 02- 3397 -177 31,228.94 a 02- 3497 -175 - 02- 5597 -142 1,220.00 50- 9297 -041 50- 9297 -063 255.16 90.00 Ea. 450.00 Ea. 250.00 Ea. 5.00 /Ton 500.00 LS 250.00 LS 28.00 /LF 22.00 /LF 16.00 /LF 20.50 /Ton 3.00 /Ton 162 EA 1 EA 1 EA I 1,650 Ton 100% 20 %.. 475 LF 32 LF ` 25 LF j 1,098.20 Ton 4,381.10 Ton C.O. #1 C. 0. #2 C. O. #3 C.O. #4 $ 14,580.00 S 450.00 250.00 8,250.00 0 500.00 50.00 j 13,300.00 704.00 400.00 1 22,513.10 13,143.30 1 1217,425.74 ! 405.00 275.91 482.85 -2T8-,-5 .50 ORIGINAL CONTR.Acr $215,863.00 Send payment to: EXTRAS TO DATE 11,498.76 • CONTRACT TO DATE 227,361.76 "" Walker & Bates 5947 Jasmine Street AMOUNT EARNED 218,589.50 '� Q Riverside, California 92504 LESS i0% RETENTim 21,858.95 LESS PREVIOUS PAYMENTS 164,026,45 Ap.;UNT DUE THIS REQUEST 32,704.10 / I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. / SIGNED -� - V/1. S IGNED 1 ?ENGINE CON ACTC'�' 11 °�` BY (� , CJ CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 5 FOR PERIOD ENDING December 15, 1968 PROJECT:COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. 1123 ITEM CONTRACT PERCENT AMOUNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 1 Temp. A.C. Pvmt. $0.75/LF 2,005 $1,503.75 2 Perm. A.C. Pvmt. (Trench) 2.00 /LF { 260 LF i 520.00 3 Misc. A.C. Patching 0.50 /SF ( 2,650 SF ; 1,325.00 4. P.C.C. Alley Pvmt. 0.70 /SF I 75,223 SF 2,656.10 5. P.C.C. Alley Appr. 225.00 Ea. 30 Ea 116,750.00 6. R.C.C. Drive Appr. 0.65 /SF 2,500 4 1,625.00 7. P.C.C. Cross Gutter 0.80 /SF 400 SF i 320.00 8. C & G "A" 6" 2.00 /LF 2,195 LF 14,390.00 9. C & G "A" 8" 2.00 /LF 1,848 LF 3,696.00 10. P.C.C. Sidewalk 0.50 /SF 300 SF 150.00 11. P.C.C. Pipe Encasement 30.00 /CY 16 CY 480.00 12. Adj., Rem., Repl. Walks, etc. 2.50 /SF 200 SF 500.00 13. Drainage Str. #1 2,500.00 LS 100 %. 2,500.00 14. 1 Drainage Str. #2 800.00 LS 100% 800.00 15. ,� Rem. M.H. etc. 900.00 LS 100 %. 900.00 120500.00 16. I Drainage Str. #3 29500.00 LS 100% c CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 5 FOR PERIOD ENDING December 15, 1968 PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET N0. SEE BELOW CONTRACT N0. 1123 ITEM CONTRACT PERCENT AMt� UNT NO. CONTRACT ITEM PRICE COMPLETE EARNED 18. Drainage Str. #5 2,500.00 LS 100% $ 2,500.00 19. Modify C.B. (Profile D) 600.00 LS 100% 600.00 20. Modify C.B. (Profile A) 400.00 LS 100% 400.00 21. 8" V.C.P. 10.00 /LF 140 LF 1,400.00 22. 4" V.C.P. 6.00 /LF 20 LF_ ! 120.00 23. Sewer M.H. 450.00 Ea. 2 Ea I 900.00 24. 12" A.C.P. 10.00 /LF 1,870, 18,700.00 25. 6" A.C.P. 6.00 /LF 3,333 LF 19;998.00 26. 18 x 12 T.S. & V- - 1,000.00 Ea. 1 Ea 1,000.00 27. 6 x 6 T.S. & V 600.00 Ea. 1 Ea 600.00 28. 6-x 12 Reducer 75.00 Ea. 1 Ea 75.00 29. 12 x 12 Tee 200.00 Ea. 1 Ea 200.00 30. 12 x 6 Tee 150.00 Ea. 31. 12" G.V. 350.00 Ea. 3 Ea 1,050.00 32. ; 6 x 6 Tee 75.00 Ea.� 9 Ea. i 675.00 I 33. 6" G.V. 150.00 Ea. 20 Ea 3,000.00 34. 12 x 6 Cross 150.00 Ea. 6 Ea 900.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 5 FOR PERIOD ENDING December 15, 1968 PROJECT: COMBINED CAPITAL PROJECTS. CORONA DEL MAR AREA t BUDGET NO.SEE BELOW CONTRACT NO. 1123 NO. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. Water Service Fire Hydrant Rem. F.H. Sand Pipe Bedding Lower St. Lt. Cond Adj. Sprinkler System 42" R.C.P. 36" R.C.P. 24" R.C.P. DEC 2 6 196% PUBLIC WORa DEPT' A. C. Pvmt A. B. Budget No's: 02- 3397 -177 02- 3497 -175 02- 5597 -142 50- 9297 -041 50- 9297 -063 ORIGINAL CONTRAcr EXTRAS To DATE CONTRACT TO DATE 7-0I It 4.33 4 19,458.50 $215,863.00 11 ,498.76 227, 361.76 PRICE CO!•PLETE EARNED 90.00 Ea. 160 $14,400.00 450.00 Ea. 1 Ea 450.00 250.00 Ea. 1 Ea ; 250.00 5.00 /Ton ' 1,650 Tons 8,250.00 500.00 LS 100% �, 500.00 250.00 LS 28.00 /LF 475 LF 13,300.00 22.00 /1-F 32 LF 704.00 16.00 /LF 25 LF 400.00 20.50 /Ton 250. Tons L, 5,125.00 I 3.00 /Ton 825 Tons 1 29475.00 181,087.85 C. 0. #1 - C'. 0. #2 405.00 C. 0. #3 275.91 .C. 0. #4 482.85 AMOUNT EARNED $182.251.61 Less 10, RETENTION 18,225.16 LESS PREVIOUS PAYMENTS 124,403.62 AMOUNT DUE THIS REQUEST 39,622.83 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE SIGNED :::�� - •� -� SIGNED-y far ENGIN ER BY 182,251.61 Send payment to: Walker & Bates 5947 Jasmine Street Riverside, California 92504 CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 4 1123 CONTRACT NO. PURCHASE ORDER NO. CONTRACTOR'S NAME Walker & Bates December 16, 1968 DATE 7 BUDGET NO. PROJECT NAME AND NO. Combined Capital Projects. Corona del Mar Area ACTION: Subsequent to excavating alley 23-A, it was found that the planned grade was too low to meet the existing improvements. Additional saw - cutting was required and the grade raised utilizing aggregate base as fill. The work was performed on a force account basis. The cost. per Daily Extra Work Reports dated 11/14/68 and 11/21/68 and invoices dated 11/25 and 11/26/686 was $482.85 CONTRACTOR: L BY DATE APPROVAL: FieTa Engineer D to �Z .Z RECEIVED i epar ment Head ate DEC 261968 cc: P rchasing PUBLIC WOMS UEPTv 0 0 WA L K E R &BATE S PUBLIC WORKS - ENGINEERING PROJECTS - COMMERCIAL GENERAL CONTRACTORS 8947 JASMINE STREET ENGINEERING & BUILDING RIVERSIDE, CALIFORNIA 92604 PMONSn 666.9690 669.7409 November 26, 1968 City of Newport Beach 3300 Newport Beach Blvd. Newport Beach, California RE: Combined Capital Projects C.C.O. No. 3 Additional Report No. 2 11 -21 -68 C -1123A Gentlemen: Listed below is the additional costs on the above change order on Alley 23A. M. Perez $5.99 R. Williams 7.46 P. Ashton 7.78 Vibratory Roller Ford Tractor per hr. 10 hrs. 59.90 per hr. 3 hrs. 22.38 per hr. 3 hrs. 23.34 Total Labor $ 105.62 $4.00 per hr. 3 hrs. 12.00 $3.00 per hr. 10 hrs. 30.00 Total Equipment $42.00 75 tons Class 2 -1'k" Ag. Base $2.23 ton 167.25 Total 314.87 15% (Sec 9 -03 Std. Specs.) 47.23 CCO 1123A Total $ 362.10 CCO 1123 Total 120.75 Total CCC -3 $ 482.85 RE CF IV E I) Very truly yours, DEC 21968 WALKER & BATES `auc wow DEPT. BY: R.W. . BATES Partner f Ll WALKER & BATES PUBLIC WORKS - ENGINEERING PROJECTS - COMMERCIAL GENERAL CONTRACTORS 5647 JASMINE STREET ENGINEERING k BUILDING RIVERSIDE. CALIFORNIA 82504 City of Newport Beach 3300 Newport Blvd. Newport Beach, Calif. Gentlemen: PHONES, 666.2690 666.7406 November 25, 1968 RE: CCO NO. 3 -C -1123 Performed: 11 -14 -68 Combined Capital Projects Listed below is the amount for the work to raise grade on Alley 23A- additional saw cuts, issued and signed by your Inspector D.L. Robison. I. Concrete saw and labor $15.00 per hour. 7.0 hours ; $ 105.00 15% (Sec. 9 -03 Std Secs.) 15.75 $120.75 RF�EIVED NOV 2 61968 PUBLIC WORKS t `t� y Very truly yours, U WALKER & BATES BY:Yf'�/. 0� R.W. BATES Partner CITY OR ,NiWPO[ BEACH r' ;C.C.O. No 3 eport No / DAI ate Work Performed aY Date of Report // /¢ " -e ". Project Narne&MIAIE,12 �yPirr3� ��sJia Description of WoFk/�/Z� /3 �i PUBLIC WMEHT M Amount Authorized WORK PORT Previous Expenditure S .'Today $ . To Date $ Contract No.. INN EQUIPMENT ' 3 �1 t _ Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES 1. TOTAL Cost of Materials The above record is complete and correct Sub -Total •15% (5ec. 9.03 Std. Spea.) 4 xrxwcrox'9 ftPxeaexrwrrv[ Total this report .; CITY OF 'NEWPORT BEACH PUBLIC W O. No- 3 Amount Authorized Sport No DAILY EXTRA WORK �--X1PVRT`, Previous Expenditure ate Work Performed Ze Z/ -we— Today Date of Report —zt=-,(- To Date Pro Z4Y IF Contract No. Project Name -if Description of Work a(IIIJ-e 4g 4: 2,3 HOURS EXTENDED -by! AMOUNTS LABOR J3TFi /V AWre,' Total Cost of Labor 'HOURLY RATE SMALL INCLUDE ACTUAL WAGES ►AID MUG PAYMENTS REQUIRED UNDER STATE AND FEDERAL LAWS AND F�ffm MATERIALS anj,/o: WOj RWE B�6OA THER THAN CONTRACTOR'S FORCES /111#5 AV I I — The above record is complete and correct L��eo*r" EAR P011,101TATIVE Sub-Total *16% (See. 9-03 Sid. Specs.) Total this report 1 For office use only Pd. on Est. No- 4-%—L� L, CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 3 DATE December 16, 1968 CONTRACT NO. 1123 PURCHASE ORDER NO. BUDGET NO. 50- 9297-041 CONTRACTOR'S NAME Walker 8 Bates PROJECT NAME AND NO. Comtined Capital Projects, Corona del Mar Area ACTION: During construction of the 6 inch A C P water main in alley 6 -D, it was found that the existing main was in good condition and replacement was not warranted. Approximately 65 lin. feet of the new pipe was roved from the trench and the trench backfilled and compacted. The work was performed on a force account basis. The cost, per Daily Extra Work Report dated 9/13/68 and invoice dated 12/9/68 was: $275.91 CONTRACTOR: BY DATE APPROVAL: cc: `Purchasing WA L K E R &BATE S PUBLIC WORKS - ENGINEERING PROJECTS - COMMERCIAL GENERAL CONTRACTORS 6947 JASMINE STREET ENGINEERING k BUUMING RIV6R6106. CALIFORNIA 82604 PHONKS, 686 -3630 689.7409 December 9, 1968 City of Newport Beach 3300 Newport Blvd. Newport Beach, Calif. RE: Combined Capital Projects Sept. 11, 12, 13, 1968 CCO No. 3 C -1123F Gentlemen: Listed below are charges for the above change order for the installation and removal of 67LF of 6" ACP in Alley 6D. Forman with pick up 1 hour 9.63 Laborers, I.Perez Modesto Perez Manuel Perez R. Williams 15 Hrs. 8 $5.99 per hour 99.48 Backhoe W /operator 1 hr. 15.00 Off set backhoe w /op. 5 hrs. 75.00 j Scraper Tractor 1 hrs. 3.00 Dump truck W /driver 4 hrs. 47.44` �tCEIVE1) 'DEC 11 196% e'& 6 e'&v6W&S DEM Z39 Total QX7J= $20-3.92 15% Total due $234.51 ZPV _ n 1� z7s' 9 / Very truly yours, WALKER & BATES BY: RWB /hl R.W. BATES Partner I CITY OF NEW C.C.O. No—Sport No DA Work P rformed 9 -// Y:< f Y'1 g —6 Date of Re -/.4 Project Name Description of WorkliyJYf/t/_fJ7 /d� ,/ X( / r.:.. 1. % n ' E.:':: '3 HOURLY BATH SMALL INCLUDE ACTUAL WAGED PAID PLUS PAYMENTS REQUIRED UNGER'aTATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS t: eYun'mtrvl °'# OURLY RATES HOURS EXTENDED AMOUNTS LABOR +fie rr &,-le- A/ 0AVIX 1Y 7-0 RF.NTfiL /.O 4Fr' -s5Y ?riFCi/cE W /O�neA7LY ,f;p Total Cost of Equipment Total Cost of Labor MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES '3 HOURLY BATH SMALL INCLUDE ACTUAL WAGED PAID PLUS PAYMENTS REQUIRED UNGER'aTATE AND FEDERAL LAWS AND COLLECTIVE BARGAINING AGREEMENTS t: eYun'mtrvl -- +fie rr &,-le- A/ 0AVIX 1Y 7-0 RF.NTfiL /.O 4Fr' -s5Y ?riFCi/cE W /O�neA7LY ,f;p Total Cost of Equipment MATERIALS and /or WORK DONE BY OTHER THAN CONTRACTOR'S FORCES TOTAL Cost of Materials The above rec7d is complete and correct �I C.ONTRACTOR'G ` RCSexTATIVX /; i` �� �1' I - Sub -Total -Is% (See. 9 -03 Std. Specs.) Total this report White to Inspector Yellow to Public Works Department Pink to Contractor For office uss.- Pd. on Estr.No I: CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4 FOR PERIOD ENDING November 15, 1968 PROJECT:COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. 1123 1 2 -3 4. 5. 6. 7. 8. 9. 10. +11. -- 12. 13. 14. 15. 16. a Temp. A.C. Pvmt. Perm. A.C. Pvmt. (Trench) Misc. A.C. Patching P.C.C. Alley Pvmt. P.C.C. Alley Appr. P.C.C. Drive Appr. P.C.C. Cross Gutter C & G "A" 6" C & G "A" 8" P.C.C. Sidewalk P.C.C. Pipe Encasement Adj., Rem., Repl. Walks, etc. Drainage Str. #1 Drainage Str. #2 Rem. M.H. etc. Drainage Str. #3 $0.75 /LF 2.00 /LF 0.50 /SF 0.70 /SF 25.00 Ea. 0.65 /SF 0.80 /SF 2.00 /LF 2.00 /LF 0.50 /SF 30.00 /CY 2.50 /SF 2,500.00 LS 800.00 LS 900.00 LS 2,500.00 LS 2,500.00 LS 2,005 260 LF 2,650 SF 49,295 SF 11 Ea 90 SF 54.5 LF 75 LF 249 SF 16 CY 100x-'. 100% 100% 100% J EARNED 11,503.75 520.00 '1,325.00 34,506.50 f 12,475.00 1 58.50 109.00 150.00 124.50 480.00 12,500.00 800.00 I� 900.00 12,500.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4 FOR PERIOD ENDING November 15, 1968 PROJECT: COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. JJZ ITEM j CONTRACT PERCENT AMCUN'' NO. CONTRACT ITEM PRICE COMPLETE EARNED �! +18. Drainage Str. #5 2,500.00 LS 50% 1,250.00 a 19. Modify C.B. (Profile D) 600.00 LS 60% 360.00 20. Modify C.B. (Profile A) 400.00 LS i 21. 8" V.C.P. 10.00 /LF 140 LF 1,400..00 22. 4" V.C.P. 6.00 /LF I 20 LF j 120.00 I 23. Sewer M.H. 450.00 Ea. 2 EA 900.00 24. 12" A.C.P. 10.00 /LF 19870 18,700.00 25. 6" A.C.P. 6.00 /LF 3,333 LF 119,998.00 26. 18 x 12 T.S. & V:- 1,000.00 Ea. 1 Ea ( 1,000.00 27. i 6 x 6 T.S. & V 600.00 Ea.j 1 Ea ! 600.00 28. ! 6-x 12 Reducer 75.00 Ea. I, 1 Ea 75.00 29. Ills 12 x 12 Tee 200.00 Ea. 1 Ea 200.00 30. 12 x 6 Tee 150.00 Ea. 31. 12" G.V. 350.00 Ea. 3 Ea j 1,050.00 32. i 6 x 6 Tee 75.00 Ea.� 9 Ea j 675.00 33. 6" G.V. 150.00 Ea. I 20 Ea 1 3,000.00 34. 12 x 6 Cross -- 150.00 Ea. 6 Ea 11 900 00 ...r I „, -,, f CITY OF NEWPORT BEACH - PUBLIC WORXS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 4 FOR PERIOD ENDING November 15, 1968 PROTECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET NO.SEE BELOW CONTRACT NO. 1123 ITEM NO. CONTRACT ITEM CONTRACT PRICE + P� .RCENT COMPLETE AMOUNT EARNE3 35. ' Water Service 90.00 Ea. 159 Ea _ 114,310.00 36. Fire Hydrant 450.00 Ea. 1 Ea 450.00 37. Rem. F.H. 250.00 Ea. 1 LESS PREVIOUS PAYMENTS AY.OUNT DUE THIS REQUEST 96,117.25 28:286.37 PUBLIC WOW DEPT. 38. + Sand Pipe Bedding 5.00 /Ton 1,650 Tons 8,250.00 39. Lower St. Lt. Cond 500.00 LS I � I 40. Adj. Sprinkler System 250.00 LS I I 41. 42" R.C.P. 28.00 /1-F 475 LF 3,300.00 42. 36" R.C.P. 22.00 /LF 32 LF 704.00 43. 24" R.C.P. 16.00 /LF 25 LF 400.00 44. A.C. Pvmt. 20.50 /To.: ( f 45. { A.B. 3.00 /Ton I 44 Ton 132.00 1P8,226.25 1 Budget No's: i 02- 3397 -177 Z ®, Z8G. S? j 02- 3497 -175 ' 02- 5597 -142 50- 9297 -041 50- 9297 -063 S 1 ORIGINAL CONTR.Acr $215,863.00 Send payment to: EXTRAS TO DATE CONTRACT To DATE L I V E D Walker & Bates 5947 Jasmine Street ANCUNT EARNED 138,226.25 NOV 2 1968 Riverside, California 92504 LEss iOl, RETENTION 13,822.63 LESS PREVIOUS PAYMENTS AY.OUNT DUE THIS REQUEST 96,117.25 28:286.37 PUBLIC WOW DEPT. I HEREBY CERTIFY THAT ��THjHE ABOVE AMOUNTS AND VALUES ARE CORRECT ,¢� SIGNED —J Lam' -.� SIGNED 4 J&JIIt � 1-1�-ENOIN ER C NTRACTOR ' By �`� CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING October 15, 1968 PROJECT:COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. 117.3 -- ITEM CONTRACT � .. / PERCENT •UN NO. CONTRACT ITEM PRICE COMPLETE EARS t� j 1 Temp. A.C. Pvmt. $0.75 /LF 2,005 1,503 75 ,! 2 Perm. A.C. Pvmt. (Trench) 2.00 /LF 3 Misc..A.C. Patching 0.50 /SF 4.. A.C.C. Alley Pvmt. 0.70 /SF 17.976 SF' 2,583.20 1 5. P.C.C..Alley Appr. 225.00 Ea.; 4 EA � 900.00 i. 6. P.C.C. Drive Appr.• 0.65/SF i 7., R.C.C. Cross Gutter 0.80 /SF..` 8; _ C & G "A" 6" d 2.00 /LF . ` 40 -L-F 80.00 9. C & G "M1" 811 2.00 /1-F ,. 10. A.C.C. Sidewalk 0.50 /SF: 11. P.C.C. Pipe Encasement 30.00 /CY 16 CY 480.00. ` 12. Adj., Rem., Repl. Walks, etc. 2.50 /SF 13: Drainage Str. #1 2,500.00 LS 100% 2,500.00 ' 14. Drainage Str. #2 800.00 LS 100% 800.00 15. Rem. M.H. etc. 900.00'LS 100% 900.00 16. Drainage Str. #3 20500.00 LS 100% 2,500.00 .:. 1.7. Drainage�Str.�!4_ 2 500.00 LS 1 29500.00 •. , °:: CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 3 FOR PERIOD ENDING October 15, 1968 PROJECT: COMBINED CAPITAL PROJECTS. CORONA DEL MAR AREA BUDGET N0. SEE BELOW CONTRACT NO. 1123 ITEM CONTRACT p -' PERCENT AM,U . NO. CONTRACT ITEM PRICE I COMPLETE EARNED 18. Drainage Str. #5 2,500.00 LS 50% 1,250.00 19. Modify C.B. (Profile D) 600.00 LS 60% 360.00 20. Modify C.B. (Profile A) 400.00 LS 21. 8" V.C.P. 10.00 /1-F 140 /1-F 1,400.00 22. 4" V.C.P. 6.00 /LF 20LF 120.00 23. Sewer M.H. 450.00 Ea. 2 EA: 900.00 24. 12" A.C.P. 10.00/1-F 1,667/LF 16,670.00 25. 6" A.C.P. 6.00 /LF 3,123/LF 18,738.00 26. 18 x 12 T. S. & V. -- 1,000.00 Ea. 1 EA. 19000.00 27. 6 x 6 T.S. & V 600.00 Ea. . 1 EA. 600.00 . 28. 6-x 12 Reducer 75.00 Ea. 1 EA. 75.00 29. 12 x 12 Tee 200.00 Ea. L Ea. 200.00 30. 12 x 6 Tee 150.00 Ea. 31. 12" G.V. 350.00,Ea. 3 EA. 1,050.00 32. 6 x 6 Tee 75.00 Ea. 7 EA. 525.00 33. 6" G.V. 150.00 Ea. 17 Ea. 2,550.00 34. 12 .x 6 Cross 150.-.00 Ea. 6 EA, 900.00 :,, w CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST N0. 3 FOR PERIOD ENDING October 15, 1968 PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET NO.SEE BELOW CONTRACT NO. 1123 35. Water Service 36. Fire Hydrant 37. Rem. F.H. 38. Sand Pipe Bedding 39. Lower St. Lt. Cond 40. Adj. Sprinkler System 41. 42" R.C.P. 42.. 36" R.C.P. 43.. 24" R.C.P. 44. I.A.C. Pvmt. 45. A.B. 16 Ton Budget No's: 02- 3397 -177 $13,600.00 02- 3497 -175 24,024.00 02- 5597 -142 2,400.00 50- 9297 -041 9,173.25 50- 9297 -063 4,800.68 ORIGINAL CONTRACT EXTRAS TO DATE CONTRACT To BATE AMOUNT EARNED Lzss 4, RETENTION LESS PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST $215,863.00 106,796.9 10,679.70 42,119.32 53,997.93 90.00 Ea. 150 EA. 139500.00 450.00 Ea. 250.00 Ea. 5.00 /Ton 1,552 Tons 7,760.00 500.00 LS 250.00 LS .. 1 28.00 /LF 475/LF 13,300.00 22.00 /LF .32 /LF 704.00 16,00 /LF 25 /0 400.00 20.50 /Ton 3.00 /Ton 16 Ton 48.00. 1 6,796.95- Send Walker & Bates 5947 Jasmine Street Riverside, California 92504 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND.VALUES ARE CORRECT. S I GNEp/,%��....�.,�..,� S I GNED `Zl�aYL _(L,672��' LNGIACEER � � � // CONTRA OR CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT FROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING September 15, 1968 PROJECT:COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET.NO. SEE BELOW CONTRACT NO. 1123 ITEM I CONTRACT PERCENT I AMCUNT 1 Temp. A.C. Pvmt. 2 Perm. A.C. Pvmt. (Trench) 3 Misc. A.C. Patching 4. P.C.C. ((( Alley Pvmt. 5. P.C.C. Alley Appr. 6. P.C.C. Drive Appr. 7. , P.C.C. Cross Gutter 8. C & G "A" 6" 9. C & G "A" 8" 10. i P.C.C. Sidewalk 11. P.C.C. Pipe Encasement 12. Adj., Rem., Repl. Walks, etc. 13. Drainage Str. #1 14. Drainage Str. #2 15. Rem. M.H. etc. 16. Drainage Str. #3 17. Drainage Str. #4 PRICE j COMPLETE EARNED $0.75 /LF 1,475 LF ;$ 19106.25 2.00 /LF 0.50 /SF 0.70 /SF ! 225.00 Ea. 0.65 /SF 0.80 /SF 2.00 /LF 2.00 /LF 0.50 /SF 30.00 /CY 2.50 /SF i 2,500.00 LS 800.00 LS �V SfiP,Pr 1� �8 900.00 LS 2,500.00 LS P �_ 2,500.00 LS CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT • PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING SPptPmhPr 15 1orA PROJECT:_ COMBINED CAPITAL PRO ....,TS, CORONA DEL MAR AREA _ BUDGET -NO• SEE BELOW CONTRACT NO. 1�3_ NO. CONTRACT ITEM PRICE COMPLETE EARNED 18. Drainage Str. #5 2,500.00 LS 19. Modify C.B. (Profile D) 600.00 LS 20. Modify C.B. (Profile A) 400.00 LS 21. 8" V.C.P. 10.00 /LF 22. 4" V.C.P. 6.00 /1-F 23. Sewer M.H. 450.00 Ea. 24. 12" A.C.P. 10.00 /1-F 1,227 LF $ 12,270.00 25. 6" A.C.P. 6.00 /LF 3,018 LF , 18,108.00 26. 18 x 12 T.S. & V ".- 1,000.00 Ea.� 1 ea. 1,000.00 27. ( 6 x 6 T.S. & V 600.00 Ea. 1 ea. 600.00 28. 6-x 12 Reducer 75.00 Ea. 1 ea. 75.00 29. 12 x 12 Tee 200.00 Ea. 1 ea. 200.00 30. 12 x 6 Tee 150.00 Ea. i 31. 12" G.V. 350.00 Ea. 3 ea. 1,050.00 32. I f 6 x 6 Tee 75.00 Ea. 7 ea. 525:00 33. 6" G.V. 150.00 Ea. 15 ea. 2,250.00 34. 12 x 6 Cross 150.00 Ea. 4 ea. 600.00 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 2 FOR PERIOD ENDING September 15 1 68 PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET NO.SEE BELOW CONTRACT NO. 1123 NO. CONTRACT ITEM PRICE COMPLETE EARNED 35. Water Service 90.00 Ea. 36. Fire Hydrant 450.00 Ea. 37. Rem. F.H. 250.00 Ea. 38. Sand Pipe Bedding 5.00 /Ton 1,019 /Ton $ 5,095.00 39. Lower St. Lt. Cond 500..00 LS 40. Adj. Sprinkler System 250.00 LS j 41. 42" R.C.P. 28.00 /LF 140 LF 39920.00 42.. 36" R.C.P. 22.00 /1-F 43. 24" R.C.P. 16.00 /1-F 44. A.C. Pvmt. 20.50 /Ton 45. A.B. 3.00 /Ton i ! $46,799.25 I Budget No's: 02- 3397 -177 + 02- 3497 -175 59920.00 02- 5597 -142 50- 9297 -041 50- 9297 -063 29,449.32 ORIGINAL CONTRACT' $215,863.00 Send payment to: EXTRAS TO DATE CONTRACT To DATE Walker & Bates 947 Jasmine Street AMOUNT EARNED 46,799.25 ��' Gf 2s �B Ri rside, California 92504 LESS iOl, RETENTION 4,679.93 LESS PREVIOUS PAYMENTS 6,750.00 .P.MGUNT DUE THIS REQUEST 35,369.32 I HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED :::��� SIGNED .,c—. ENGINaR CONTR /0 BY CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 2 CONTRACT NO. 1123 CONTRACTOR'S NAME Walker & Bates PROJECT NAME AND NO. Combined Capital ACTION: DATE September 11, 1968 PURCHASE ORDER NO. BUDGET N0.50- 9297 -041 1968 -69, Corona Del Mar Area In order to provide for future air release valves, install standard 1 -inch water services (less meter boxes) on the 12 -inch main in Second Avenue at the following locations: Stations 4 + 20; 7 + 20; and 18 + 35 This work shall be performed at the agreed upon unit price of $135.00 each. Total cost of this change: 3 ea. @ $135.00 = $405.00 CONTRACTOR: BY � SUM APPROVAL: Field EncrTneer Date cc: Purchasing RECEIVED SEP 2 51968 PUBLIC WORKS DEPT. 0 CITY OF NEWPORT BEACH PUBLIC WORKS PROJECT CHANGE ORDER CHANGE ORDER NO. 1 DATE September 13. 1968 CONTRACT NO. 1123 PURCHASE ORDER N0. BUDGET NO.See Below CONTRACTOR'S NAME Walker and Bates PROJECT NAME AND NO. Combined Capital Projects 1968 -69, Corona del Mar Area ACTION: Subsequent to award of the contract, errors in the estimated quantities were found and the length to be constructed in alley 15 -C was changed. Following is a tabulation of the changes in quantities and /or unit prices as agreed upon in previous correspondance. Item Original Revised Increase 1. Temp. A.C. 200 L.F. @ $1.00 = $ 200.00 1700 LF @ $ 0.75 = $ 1,275.00 $1,075 4. P.C.C. Alley 74,000 S.F. @ $0.70 ¢ $51,800.00 75,800 SF @ $ 0.70 = 53,060.00 1,260 35. Water Ser. 50 ea. @ $100.00 = $ 5,000.00 150 ea. @ 90.00 = 13,500.00 8,000 Total increase $10,335 Payment will be made under the appropriate bid items. Budget No.'s: 02- 3397 -177: 50- 9297 -041: 50- 9297 -063: $ 1,260.00 8,000.00 1,075.00 DATE i APPROVAL: Field Enofneer D to cc: Purchasing RFC EIVFD SEP 2 5196, PUBLIC WORKS DEPt �. 0 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 1 FOR PERIOD ENDING August 15, 1968 PROJECT - COMBINED CAPITAL PROJECTS, CORONA DEL MAR AREA BUDGET NO. SEE BELOW CONTRACT NO. 1123 ITEM CONTRACT ! PERCENT AMOUNT . NO. CONTRACT ITEM PRICE COMPLETE EARNED 1 Temp. A.C. Pvmt. $0.75 /LF 80 LF . $-60.00 2 Perm. A.C. Pvmt. (Trench) 2.00 /LF 3 Misc. A.C. Patching 0.50 /SF 4. P.C.C. Alley Pvmt. 0.70 /SF 5. P.C.C. Alley Appr. 225.00 Ea. 6. P.C.C. Drive Appr. 0.65 /SF 7. P.C.C. Cross Gutter 0.80 /SF 8. C & G "A" 6" 2.00 /LF 9. C & G "A" 8" 2.00 /LF 10. P.C.C. Sidewalk 0.50 /SF 11. P.C.C. Pipe Encasement 30.00 /CY 12. Adj., Rem., Repl. Walks, etc. 2.50 /SF 13. Drainage Str. #1 2,500.00 LS 14. Drainage Str. #2 800.00 LS 0 15. Rem. M.H. etc. 900.00 LS 16. Drainage Str. #3 2,500.00 LS 17. _ .. Drainage. Str.. #4.. _ _�__ _;_ .., .29 500.00 LS 4 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT PROGRESS PAYMENT REQUEST NO. 1 FOR PERIOD ENDING August 15, 1968 PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET N0. SEE BELOW CONTRACT NO. 1123 ITEM CONTRACT ! PERCENT AMOUNT . NO. CONTRACT ITEM PRICE COMPLETE EARNED 18. Drainage Str. #5 2,500.00 LS 19. Modify C.B. (Profile D) 600.00 LS 20. Modify C.B. (Profile A) 400.00 LS 21. 8" V.C.P. 10.00 /LF 22. 4" V.C.P. 6.00 /LF 23. Sewer M.H. 450.00 Ea. ` 24. 12" A.C.P. 10.00 /LF 600 LF 6,000.00 25, 6" A.C.P. 6.00 /LF 26. 18 x 12 T.S. & VF,— 1,000.00 Ea. 27. 6 x 6 T.S. & V 600.00 Ea. 28, 6-x 12 Reducer 75.00 Ea. 29. 12 x 12 Tee 200.00 Ea. 30. 12 x 6 Tee 150.00 Ea. 31.. 12" G.V. 350.00 Ea. 1 ea. 350.00 32, 6 x 6 Tee 75.00 Ea. 33. 6" G.V. 150.00 Ea. 2 ea. 300.00 34. 12 x 6 Cross CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT. PROGRESS PAYMENT REQUEST NO. 1 FOR PERIOD ENDING August 15, 1968 PROJECT: COMBINED CAPITAL PROJECTS CORONA DEL MAR AREA BUDGET NO.SEE BELOW CONTRACT NO. 1123 35. 1 Water Service 36. 1 Fire Hydrant 37. 1 Rem. F. H. 38. Sand Pipe Bedding 39. Lower St. Lt. Cond 40. 1fI Adj. Sprinkler System 41. P 42" R.C.P. 42.. 1 36" R.C.P. 43. 1 24" R.C.P. 44. 1 A.C. Pvmt. 45. 1 A. B. Budget No's: 02- 3397 -177 02- 3497 -175 02- 5597 -142 50- 9297 -041 50- 9297 -063 ORIGINAL CONTRACT EXTRAS TO DATE, CONTRACT TO DATE 6,750.00 $215,863.00 Arsoc;NT EA RnED $7,500.00 v..ss iC, RETEN7iON 750.00 LESS PREVIOUS PAYMENTS AkOUNT DUE THIS REQUEST6,750.00 90.00 Ea. 450.00 Ea. 250.00 Ea. 5.00 /Ton 500.00 LS 250.00 LS 28.00 /LF 22.00 /LF 16.00 /LF 20.50 /Ton 3.00 /Ton 158 ton Send payment to: 790.00 $7,500.00 Rlal ker & Bates $947 Jasmine Street Riverside, California 92504 P HEREBY CERTIFY THAT THE ABOVE AMOUNTS AND VALUES ARE CORRECT. SIGNED(:' SIGNED {, r,ENGIN ER -^ COCONTRACTOR BY Ad�a� Terra Labs. In e. • . Earth Sciences • Foundations • Construction Materials 3847 BIRCH STREET • NEWPORT BEACH, CALIFORNIA 92660 • (714) 540 -3760 August 15, 1968 CITY OF NEWPORT BEACH Department of Public Works 3300 Newport Boulevard Newport Beach, California 92660 Attention: Mr. Edward Mc Donald SUBJECT: Fabrication and Testing the Flexural Strength of Concrete in Accordance with ASTM C78 -64 Dear Sir: Thank you for the opportunity of submitting the following price schedule: Technician for Fabrication - 7.40 per hour Testing - 4.50 each specimen Beams held for longer than 28 days - 1.00 each No charge will be made for milage. Respectfully submitted, TERRA LABORATORIES, INC. A. Martin AM:mm W U V C W W 2 O f— O O a H h � � U Q 3 °Q w W W Z 7 Z V Z U) W 0 W O 4 O N W cn �o w �Q N W �U ' W W'^ VJ Q3 2 z ZcDo a w F 1/j 0 �I N t ^ 2 � ao . 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TV � - n o t c C co A rr, C1 A m (� 7 R P ru p ,v b m Z O LIT C*, T O O O VIN = O "' IU tv x O O O f m 3 m O s OD -a ro W (N Ul E O �0 c oi� vCrN • n o z^ O° -- -- To: City of Newport Beach r Date: July 30, Ai8 VW 3300 Newport Blvd. Subject: (A) STORM DRAIN (B) WATER MAIN f Newport Beach, Calif. Attention: Derek White Gentlemen: The following items are transmitted herewith (X) Under separate cover via No. of The above are submitted: At your request ( ) For your approval ( ) For your review ( ) General rema Enclosure Copies to: REPLACEMENT (C) 2ND AVE RECONSTRUCTION V) ALLEY RECONSTRUCTION CONTRACT 1123 RECEIVED AUG 01 1968 ) PUBLIC WORKS DEPT. For your action ( ) For your files (X ) For your information ( ) Very truly yours, B. C. WALKER, G&NJMAUnNX WALKER & BATES 5947 Jasmine St. Riversides_Calif. 92504