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HomeMy WebLinkAboutC-847(G) - Jamboree Road Realignment between Pacific Coast Highway and Palisades Road (test results)_ OPRELIMINARY W!"T'p, ` COUNTY OF ORANGE TO AWARD OE V T ROAD DEPT, POTENTIAL SO LED Malarial Testing SicHoe BR AW ACT ®CONT ROL TESTS ON REPORT OF TESTS ON MATERIALS ACTUALLY P. C • C ENTERING INTO WORKS O SPECIAL TESTS CLASS!'A" SIZE: -- IF CO m5p T. USE CONTRACT ITEM ROAD NO. PROJECT NAME Jamboree BY-I RESIDENT ENGINEER (INSPECTORI - CONTRA< SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE AGENCY: City Of Newport Beac_iGEN SAMPLE OF Class 1 A PCC - SAMPLE FROM.:, _ LIMITS OF SAMPLE LOCH. OF SOURCE Costa Mesa OWNER MA Welch Rea MANUFACTURER &LOCATION Y- " I DATE SAMPLED 2-14-bb BY ing ey TITLE FOR USE IN Wing Wall Pile Cans 0 TEST NO, . fib-206, 297. a 208,:. - .- AHFP" #138. I�Y.O. or F.O. Nom. w AHL•PI FED. NO. - DArE 3 -14 -66 SU6'D PERMITS 0 r RECEIVED RESIDENT ENGINEER (CITY ENGR.) F.3011 -45"1 CONCRETE 3 MIX.DESIGN DESIGN OF MIX ..- COMPRESSION TEST %'.,. % % COMP. -"pPECS, CYL. NO' RATE BROKEN AGE DAVE SLUMP CEMENT CONTENT ADMIX. PEI WW C - 1 206 - " 3 " - 2 207 2 -28 14 " " - 2'r= - 3 208 3 -14 28 " " - 3820 2 I ,r= 4 g 1 16 30 50 100 200 SAND EQUIV. WET DRY AVG. SPEC. � REMARKS: MAR 1966 RESIDENT ENGINEER (CITY ENGR.) F.3011 -45"1 CONCRETE 3 MIX.DESIGN i C O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CON T ROAD DEPT. OPOTENTIAL SOURCE S ED Ma #erial Tasting Sodion TEST NO. �Z_104. AFTER AWARD OF C ..BRACT thru n7..1 K CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. . ® MATERIALS ACTUALLY P. C. C. CONT. P.O. Na m ABlPI 4W.O. 424x ENTERING INTO WORKS FED. NO. O SPECIAL TESTS CLASS: II II SIZE: li It DATE REPTD. 4- -6.-67 . IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME Jamboree Road Bridge RESIDENT ENGINEER (INSPECTOR) Tin le CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE ® JpA1NTENANCE Q AGENCY SUB'DE] PERMITS 0 AGENCY: City of NewUort J/ Beash SAMPLE OF Class "All Concrete SAMPLE,FROM LIMITS OF SAMPLE Deck Pour LOCH. OF SOURCE Costa Mean R MANUFAOCTURER B LOCATION Welch QUANTITY REPRESENTED DATE SAMPLED 3_9-67 BY Tingley TITLE COnst Inep RECEIVED 3.13•.•67 FOR USE IN Deck Pour ®��■���vi���� • PU��.I� YYU1"^' ���� BILLING �..� RESIDENT ENGINEER (CITY ENGR.) F4)011.45.1 CONCRETE Ili MIX DESIGN AT END F MONTH LIA ENGNNEI ®��■���vi���� ©ate Ulm ����i i���i■ir���� aria .s • PU��.I� YYU1"^' ���� BILLING �..� RESIDENT ENGINEER (CITY ENGR.) F4)011.45.1 CONCRETE Ili MIX DESIGN AT END F MONTH LIA ENGNNEI OPRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTP ROAD DEPT. OPOTENTIAL SOURCE S D AFTER AWARD OF COry ACT Material Turing Section resr No. 67 ^120 thru 67.131 CONTROL TESTS ON REPORT OF TESTS ON FIELD NO. MATERIALS ACTUALkY P. C. C. °wo'mN'F.o.NwerwRrrl %jZ1yj( ENTERING INTO WORKS FED. NO. • SPECIAL TESTS CLASS: "All 512E: 1 I rrDATE RERTgFS rrc wzpi IF CONTRACT. USE CONTRACT ITEM .'e;, ' ROAD NO. PROJECT NAME Jamboree-Road Bri de'e I RESIDENT ENGINEER (INSPECTOR) l Tin le CONTRACTOR IGy ' 11 1!I SEND REPORT TO: CONSTRUCTION U OUTSIDE ® MAINTENANCE Ej D� PERMITS AGENCY AGENCY: Cit-y of Newport Beach SAMPLE OF Class "AB Concrete SAMPLE FROM LIMITS OF SAMPLE LOCH. OF SOURCE Costa Mesa LI MAii 6 LOCATION Welch PANT" EPRESENTED DATE SAMPLED 3-16-67 BY Tingley TITLE Oonst, Ines RECEIVED � -21—F7 FOR USE IN T)anir 'Oni'" ■_ DESIGN OF mix COMPRESSION TEST __ Oman- me wm- OR ENno o■i■���� ©inn mo ©�VMS jo BILLING WI MONTH RESIDENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETE & MIX DESIGN • OPRELIMINARY TESTS PRIOR TO AWARD OF CO CT OPOTENTIAL SOUR AFTER AWARD OF CONTRACT ®CONTROL TESTS ON MATERIALS ACTUALLY ENTERING INTO WORKS SPECIAL TESTS REYIG N 14INEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION AsElTCr: City Of Newpor SAMPLE OF Cla 5 'c" FCC LIMITS OF SAMPLE LOCA. OF SOURCE — _ OWNER OR MANUFACTURER B LOCATION Welch DATE SAMPLED BY FOR USE IN COUNTY OF ORANGE _ 1 ROAD DEPT. �. (�FILD Material Testing Section O. 66 -148 s7V REPORT OF TESTS ON NO. P. C . C . AAFP 138 r P.O. N°. °� A�'P) FED. NO. n n CLASS: C SIZE: DATEREPTD. 3 -7�-66 i fF CONTRI�CT. °KCONTRACl rtEM PROJECT NAME T'am}sn YPP RYi flip �/ .44 SAMPLE FROM MAINTENANCE C-] SUB'D TITLE RECEIVED — PERMITS i■ I Cl BILLING WILLIE ( L IE MADE AT END OF �7MONTM MATEAI ALSi EMG I NEER RESIDENT ENGINEER (CITY ENGR.) E -s DI 1.15.1 CONCRETE d MIX DESIGN 0 • SUB'D AGENCY: City of Newport BeacliU`J" SAMPLE OF Class A PCC SAMPLE FROM LIMITS OF SAMPLE - LOCA. OF SOURCE Costa Mesa PERMITS DATE SAMPLED 1 —L4 -00 BY M Tingley TITLE RECEIVED 1 -26 -66 _ FOR USE IN N Abutment and Wing Curtain Walls O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF C ACT - L (_ ROAD DEPT. OPOTENTIAL SOURC MPLED AFTER AWARD OF Material Testing Section E3rW- --6 119,120,121 CONTRACT REPORT OF TESTS ON CONTROL TESTS ON MATERIALS ACTUALLY P. C. C. FIELD NO. cony. Na. o. AHFP _ ENTERING INTO WORKS FED. NO. ©'SP,fCIAL TESTS CLASS: "A" SIZE!-r- DATE REPTD. 3 -2 -66 ��' .. IF CONTRACT. UBC C HTRAC;r REM ROAD NO. PROJECT NAME JamboT 'e Bride RESIDENT 4—PINEER (INSPECTOR) a -- CONTRACTOR SUB'D AGENCY: City of Newport BeacliU`J" SAMPLE OF Class A PCC SAMPLE FROM LIMITS OF SAMPLE - LOCA. OF SOURCE Costa Mesa PERMITS DATE SAMPLED 1 —L4 -00 BY M Tingley TITLE RECEIVED 1 -26 -66 _ FOR USE IN N Abutment and Wing Curtain Walls BILLING WILL 9j MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 3011 -ee.1 CONCRETE 6 MIX DESIGN ter: • . • ... �� BILLING WILL 9j MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 3011 -ee.1 CONCRETE 6 MIX DESIGN ter: • . O PRELIMINARY TESTS MIOR COUNTY OF ORANGE DESIGN OF MI% TO AWARD OF CO CT ROAD DEPT. COMPRESSION TEST OPOTENTIAL SOURCE PLED Materiel T"fing Section TEST NO. 66-145,146,147. AFTER AWARD OF CONTRACT REPORT OF TESTS ON % - FIELD NO. - CONTROL TESTS ON 0-: MATERIALS ACTUALI Y P. C. C. DATE BROKEN CONT.No.or .! IW.o. or P.O. N., or ABFPI MWP #138 ENTERING INTO WORKS �1 ADMIX. FED. NO. • O SPECIAL TESTS CLASS: "A" SIZE: DATE REPTD. 3- — IF CONTRACT. USE CONTRACT ITEM ROAD NO. PROJECT NAME Jamboree Bridge RESIDENT ENGINEER (INSPECTOR) CONTRACTOR 7 SEND REPORT TO: CONSTRUCTION OUTSIDE ® MAINTENANCE C] SUB'D13 PERMITS 11 AGENCY AGENCY: —17 D---l- 0 • SAMPLE OF Class Nlr "A" SAMPLE FROM LIMITS OF SAMPLE LOCA. OF SOURCE to DATE SAMPLED 1 -Z / -bb BY TITLE RECt4VEU Y-L-bb FOR USE IN ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 9011 -45.1 CONCRETE & MIX DESIGN IALS DESIGN OF MI% COMPRESSION TEST % % % % COMB. SPECS. CTL. NO. DATE BROKEN AGE DAYS SLUMP CEMENT CONTENT ADMIX. N. A. C. P.= 145 2 -3 7 3" 6 s 3 " - 146 2 -10 14 " " 21= -3 147 2- 28 2 I,, I 4 B 16 30 50 100 200 SAND EQUIV. WET DRY AVG. SPEC. REMARKS: ❑ BILLING WILL BE MADE AT END OF MONTH RESIDENT ENGINEER (CITY ENGR.) F- 9011 -45.1 CONCRETE & MIX DESIGN IALS O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE n TO AWARD OF CONTRACT . ` ROAD DEPT. O POTENTIAL SOURCE S D M.%,iel Testing Section fEST NO. %— Z2 %2ZB ',229 �{y AFTER AWARD OF CO11II�i�T��''iiiiiCACT i REPORT OF TESTS ON FIELD NO. S-✓Y�J, CONTROL TESTS ON CONT.IN o. A MATERIALS ACTUALLY P. C • C • tw.o. e. r.o. No. or wxrel 27 ENTERING INTO WORKS FED. NO. T.. O/N it n SPECIAL TESTS CLASS: SIZE: % z DATE REPTD. - -Z3 -a 7 IF CONTRACT. USE CONTRACT ITEM ROAD NO. PRO-J�TE—CT NAME TAr?So ems- • 0 RESIDENT ENGINEER (INSPECTOR) / / E CONTRACTOR IR SEND REPORT TO: CONSTRUCTION OGENICY MAINTENANCE Li SUB D PERMITS SAMrI • CLAi55 °4'1 OA/Cl2E7:2=: SAMPLE FROM I • LOCH. OF SOURCE . DATE SAMPLED _-5--2 7 -6 7 BY / L NG 40%/ TITLE RECEIVED —� •—( FOR USE IN 13.4 J2 BILLING *ES1DENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETEA MIX DESIGN MADE AT END OF MONTH DESIGN OF MIX .COMPRESSION TEST W % % COMB. SPECS, CYL. NO' DATE BRONEN AGE DAYS SLUMP CEMENT' CONTENT ADMIX. PSI ZZ (9-/Z 6 B ZZ8 6`23 Z7 - -' 33'0 2 2 z3 Z-7 - O 2 1iy1 4 B 16 30 50 100 200 SAND EgU1V. WET DRY AVG. SPEC. REMARKS: BILLING *ES1DENT ENGINEER (CITY ENGR.) F- 3011 -45.1 CONCRETEA MIX DESIGN MADE AT END OF MONTH r �l COUNTY OF ORANGE ROAD DEPT. Material Testing Section ® = - COARSE, MEDIUM, FINE o REPORT OF TESTS O N COUNTY PLANT NO. 7 a . MEDIUM, NNE ASPHALT CONCRETE CONT NO. O! coARSE . ❑ 2 TYPE 8 (W O. DI P.O. No. or AHFP) 1 3$ ❑ 3" / e IF CONTRACT. USE CONTRACT ITEM DATE REPTD. PROJECT -c" .Po AGENCY C.iry' of Newyoer RESIDENT ENGINEER (INSPECTOR) CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE ❑ AGENCY ® MAINTENANCE ❑ SUED. ❑ PERMITS ❑ PAVING GRADE ASPHALT PEN. 6070 ❑ 35.100 120 150 ❑ LOCATION nF AGGREGATE SOURCE OQNNGC�, C�WA4 LIMITS OF PROJECT OWNER OR MANUFACTURER Ss.i� v A/ oQ r AI Cq.yTia Aw/w REPRESENTED ./�8Z% TONS DATE SAMPLED,. — & -67 BY " A E. . +S r TITLE E T T FOR USE AS: BASE COURSE X FINISH COURSE ❑ RESURFACE ❑ • • ❑ BILLING WILL BE MADE AT END OF MONTH M S EST( ENG NEER BY RESIDENT ENGINEER (CITY ENGINEER) F- 3011 -43.1 BITUMINOUS GRADING ANALYSIS TEST SPECIMENS SPEC NO. A B C D E F SPEC(F. SIEVE TIME SPEC. TEMPERATURE 1171 MOISTURE I BITUMEN GRADE ,7 r BIT RATIO 171 SP. GR. BBIG. �/8 —' STAB. RESULTS 3 4 44 —J i J CON. RESULTS s 3 27- 16 RT. VALUE 30 7- _ Zdt 50 SUSC. H2O I00 SWELL 124 HAS.I 200 Ci PERMEABILITY o gir VAPOR SUSC. GRADING OBTAINED BY COMBINING BINS AS FOLLOWS: BIN WT. �a BV WT. 4 NO CYCLES MOIST. ABSORB. STABILOMETER COHESION FILM STRIPPING ION COARSE AGGREGATE) CRUSHED PARTICLES = % 15 MIN. 77° F. 3 '1 G•^ 2 , VO O FIELD COMP. SP. DR, LAB. SP. GR RELATIVE COMP. �� RECOMMENDED BIT. CONTENT CONSIDERING ALL TEST DATA % REMARKS: EDUIV GAL. PER SQ. YD. FOR 1 "COMPACTED SURFACE= SAND EQUIVALENT SPECIF. TEMPERATURE TIME BITUMEN DRY AGG. COMP. MI% 00 v o ❑ BILLING WILL BE MADE AT END OF MONTH M S EST( ENG NEER BY RESIDENT ENGINEER (CITY ENGINEER) F- 3011 -43.1 BITUMINOUS ® J" a` .. • 2 ❑ 3" 9 • COUNTY OF ORANGE ROAD DEPT. Material Testing Section COARSE, MEDIUM. FINE REPORT OF TESTS ON ASPHALT CONCRETE COARSE, MEDIUM, FINE TYPE B IF CONTRACT, USE CONTRACT ITEM COUNTY PLANT NO. # '� CONT. No or WO. DI P.O. No. or AHHFP) DATE REPTD. 4-45=10;z PROJECT JAMRO PEr -eoian AGENCYL[ry' oc _A1e a ar_ R�T[a� ✓ ✓ RESIDENT ENGIHEER(IIISPECTOR) CONTRACTOR S!lY /1k"ag SEND REPORT TO: CONWPUCTION OUTDE El AAGENCY ® MAINTENANCE ❑ SUED. ❑ PERMITS ❑ PAVING GRAOE ASPHALT PEN. 60.70 ❑ 85 100 ® 120 150 ❑ D LOCATION OF AGGREGATE SOURCE n D.Fq.V ;" co/ zzp, _ LIMITS OF��PROJECT OWNER OR MANUFACTURER .J L[[�/ y -/Vf� erQ C'.,e REPRESEr JTED .CGO t TONS DATE SAMPLED _�' _ 8- 67 8Y /[�iMS. ,Q. [G'A/ST TITLE FOR USE AS: BASE COURSE ❑ FINISH COURSE ® RESURFACE ❑ 112 JUN is Inf. O BILLING WILL BE MADE AT END OF MONTH PUBLIC WORKS DEPT. M R 5 EST, ENG NEER Br RESIDENT ENGINEER (CITY ENGINEER) F- 3011.43.1 BITUMINOUS GRADING ANALYSIS TEST SPECIMENS SIEVE TIME SPE, SPEC. No, A B C D E F SPECI F. TEMPERATURE 112 MOISTURE BITUMEN GRADE "1 RATIO I/2 .99 SP. GR BRID. 3e Q / a 70� er STAB. RESULTS 3 4 51 CON. RESULTS B 44 37— Si 16 RT. VALUE 31 S ) _J o 50 SUSC. H2O IW SWELL 12¢ MRS.) 200 — ,O PERMEABILITY ,%• Bit VAPOR SUSC. GRADING OBTAINED BY COMBINING BINS AS FOLLOWS: BIN WT. Qo BY Wi. B O —_ NO. CYCLES MOIST. ABSORB. STABILOMETER COHESION 3 /1,00 M FILM STRIPPING ION COARSE CRUSHED PARTICLES = AGGREGATE) `♦b IS MIN. TT° P Z O FIELD COMP. SP. DR. LAB SP. GR RELATIVE COMP. I co S RECOMMENDED BIT. CONTENT CONSIDERING ALL TEST DATA REMARKS: EOUIV GAL, PER BO. YD. FOR I" COMPACTED SURFACE- SAND EQUIVALENT SPECIE, TEMPERATURE TIME BITUMEN DRY AGE. COMP. MIX JUN is Inf. O BILLING WILL BE MADE AT END OF MONTH PUBLIC WORKS DEPT. M R 5 EST, ENG NEER Br RESIDENT ENGINEER (CITY ENGINEER) F- 3011.43.1 BITUMINOUS ❑ Pre liminary tests prior COUNTY OF ORANGE to award of contract. • ROAD DEPARTMENT Materiel Testing Section • TEST NO. C— / q 7 0 Fi ELD NO. CD ^' RELATIVE COMPACTION ` ° "T " °R —FP :S ® Control tests on IW.O. OR P.O. OR materials actually entering into works. .{./ • DATE REPT D. G- 7 ^j ] If contract, use contract item PROJECT 10M OC{ GL NO 1°t "!"�/,1' '—AGENCY C' /,VCW RaW7- RESIDENT ENGINEER (INSPECTOR) /'- DUn/iGAn/ CONTRACTOR C671C OUTSIDE SEND REPORT TO: CONSTRUCTION El ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ 1 LOCATION y ® LT OF (L STA REPRESENTING LIMITS TYPE MATERIAL, 1 --r "�� DEPTH 2- TO la" BELOW FINISHED GRADE DATE 6 TESTED BY: T AWL57'19!V ^ 13 SYEAFF`4E ^'' IN PLACE DENSITY B ❑ METHOD A MOISTURE SAMPLE A INITIAL WT. TEST SAND 1 BI WT. SAND RETAINED I- E 4 O FIELD LAe C WT. SAND USED 2r,9 = P WET WT, DO D TEST SAND DENSITY Q DRY WT. COMP. SPEC. DRY WT. g E VOLUME SAND USED %MOIST. M N F VOLUME CONE + RING SP. GR. ROCK HT. COMPACTED SPECIMEN G VOLUME TEST HOLE - / WET WT. ROCK T H WT. EXC. SAMPLE + TARE y 6. DRY WT. ROCK I TARE WEIGHT / - el WET WT. - � J WET ­WT. SAMPLE z2-2 VOLUMES, C.F. DRY WT. 3 — i E= C+ D K WET DENSITY IN PLACE CONE +UNIT TOTAL DRY WT. O L DRY DENSITY IN PLACE /¢$, L =R +(100°; +N) % ROCK SM. RING .0143 CORR.MAX.DENSITY I / 4 0 Chapr • B ❑ MAXIMUM DENSITY RATHOLE DATA RECORD WHOLE NUMBERS MOLD NO. 1 2 3 4 O INITIAL WT. SPECIMEN `7 RC= /00 TENT. RC = 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 I UNIT CONE +UNIT G= E- F K= J+ G CONE .1667 - L =R +(100°; +N) Q =O +(100% +N) SM. RING .0143 .1810 = (P Q) + Q V = FACTK OR x Q+ S LG. RING .0302 .1969 REMARKS: Test Method Calif. 216 -F E ❑ BILLING WILL BE M RESIDENT ENGINEER (CITY ENGR.) r3011-e3 RELATIVE COMPACTION 1 B- 1140 METHOD A [RI B ❑ SUMMARY RECORD WHOLE NUMBERS IN PLACE OPT. 146 /40 DENSITY MOISTURE IF 1 `7 RC= /00 TENT. RC = % SPECIFICATION: END OF MONTH ❑ Preliminor tests prior COUNTY OF ORANGE to award of contract. ROA INITIAL WT. TEST SAND. Materi H WT. SAND RETAINED ,.ucWaHst. an y AT E -• into works. *o D If contr PROJECT TAPIR PEG R/)• ` " %� !'7f /36 r RESIDENT ENGINEER (INSPECTOR) SEND REPORT TO: CONSTRUCTION ❑ AGFi AGE' I LOCATION= IIM.l3otC�'ER,Q, VOLUME CONE + RING t REPRESENTING LIMITS G VOLUME TEST HOLE - TYPE MATERIAL A.L3- �� _d= + D DATE i TESTED BY: IN PLACE DENSITY A INITIAL WT. TEST SAND. '" -ILAS H WT. SAND RETAINED , p CWT. SAND USED *o D TEST SAND' TY N E VOLUME SAND USED 33 46 F VOLUME CONE + RING lilyz 91 G VOLUME TEST HOLE - _1,35,7 H WT. EXC. SAMPLE. -+ TARE Z2.40 I TARE WEIGHT CORR.MAX.DENSITY J WET WT. EXC. SAMPLE S K WET DENSITY IN PLACE L DRY DENSITY IN PLACE 3. AGENCY D /A/EW A'A'7 IVAEJC/ ;l CONTRACTOR G— riMAINTENANCE ❑ U'Ji:� PERMITS ❑ 1 51 RT T --flF`CL STA 7S 0 . J TO � BELOW FINISHED GRADE -' w1__5 n nJ — jf 5 TLAFFE/J { METHOD A :, MOISTURE SAMPLE... FIELD,'' '" -ILAS WET WT. MOLD NO. 1 DRY WT. S 4 % MOIST. M O N SP. GR. ROCK WET WT. ROCK: O DRY WT. ROCK 5,35 WET WT. - 7 ' , 14-15 DRY WT. _ a .. .1 TOTAL DRY WT. % ROCK C94. 7 CORR.MAX.DENSITY I /3,f G49tT 0 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_1100;+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. RE C F v ❑ BILLING WILL JUN 1967 Max .hUi AKS DEPT, EIY RESIDENT ENGINEER (CITY ENGR) R .; F301143 .!]E:LATIYf OI�PAC, M 1 0 METHOD A ® B ❑ „, SUMMARY_ RECORD WHOLE NUMBERS IN OPT. PLACE DENSITY /3 6, X39 MOISTURE S 17 RC= TENT.. RC = % SPECIFICATION: NL_% 1DE AT END OF MONTH a ❑ Preliminary torts prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section TEST NO. C �+97i 'FIELD NO !nf .� Control tests on (W O OR P O OR $S?FD A3 Z_ C IYT..NO. t metria1ac„a11y RELATIVE COMPACTION entMing into works. . G, DATE REPT O. .T ..�G Z.A`1 tract, use contract item r"- J PROJECT ti AGENC� RESIDENT ENGIN (INSPECTOR) '' - A CONTRACTOR SEND REPORT TO: CONSTRUCTION SUBO. ❑ PERMITS ❑ 11 LOCATION;jnSOREE R-0 ® L7 OF EL STA 9/JtSo REPRESENTING LIMITS ' TYPE MATERIAL DEPTH ? TO C1 "BELOW FINISHED GRADF,�.. DATE & "V TESTED BY: T Lr IN PLACE DENSI4-3.10 CONV.FACTOR =0.592 A INITIAL WT. TEST SAND.._ C =A –B B WT. SAND RETAINED G =E – F C WT. SAND USED L =x_(100 % +N) D TEST SAND DENSITY R= (P –Q) -Q E `VOLUME SAND USED 30 F VOLUME CONE + RING G VOLUME TEST HOLE " J/17 H WT. EXC. SAMPLE + TARE IC1, I TARE WEIGHT J WET WT. EXC. SAMPLE K WET DENSITY IN PLACE L DRY DENSITY IN PLACE 1/411,93 . MAXIMUM DE07 MOLD NO. 1 O INITIAL WT. SPECIMEN P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %, MOISTURE CONDITION OF MOLD S HT. COMPACTED SPECIMEN WET WT. i DRY WT. % MOIST: M SP. GR. ROCK WET WT. RO€K DRY WT. ROCK WET WT.. – f DRY WT. ! CONV.FACTOR =0.592 FACTOR x Q = C =A –B E =C =D G =E – F K =J =G L =x_(100 % +N) Q= 0- (100 % +N) R= (P –Q) -Q V= FACTOR x Q _$ REMARKS: Test Method Calif. 216 -F RI e e ■ \111 ■ \' /i \ei /ee ■ ■ /� / ■e ■ / /e�� _ 71i11�i1 \e \llelRiii /e /i�eiee�ii - ■del \��el \ \ieiei� ■ ■e�eiieii■ �t3® VOLUM e �i METHOD A 0 B ❑, " :' SUMMARY RD WHOLE NUMBERS AN E -.'- OPT. ' - PLAC ,At DENSITY MOISTURE L L TRC = :0� % T.EN'T. RC = % SPECIFICATION: NL_ %. ❑ BILLING WILL BE WDF„AT END OF MONTH i BY A ERI 1 ! R• RESIDENT ERCIWEER (cm IRCR) x3011 -03 RELATIVE .COMPACTION - I O -6 O PRELIMINARY TESTS PRIOR TO AWARD OF CONTR POTENTIAL SOURCE SA - A AFTER AWARD OF CONTRACT I ®CONTROL TESTS ON MATERIALS ACTUALLY • O ENTERING INTO WORKS SPECIAL TESTS • • COUNTY OF ORANGE ROAD DEPT. Material Testing Section REPORT OF TESTS ON Ae�. BRSE 4WA0 PROJECT NAME I. . TEST NO.A 7_ P 8659, FIELD NO. CONT. No. or e. P.o. xo. or wxePl .'f /3f3 FED. NO. DATE REPTD.S RESIDENT ENGINEER '(INSPECTOR) Qua ✓i�vii CONTRACTOR Ce�yte� SEND REPORT TO: CONSTRUCTION 13 AGENCY ®/ MAINTENANCE SUB'D PERMITS I__J OUTSIDE AGENCY: ��•Y �F N6WIedT w/ ✓ SAMPLE OF S�gyE DEPTH �- LIMITS OF SAMPLE /f�SA TO PALi�ADE1 LOCA. OF SOURCE IiIIAa,A.>/iii�ts i7 ___iw /.aavn� �a ✓r �%%/ =A� DATE SAMPLED 3 /9 �7 B'!/,L/�y q Fi9(T TITLE E 7 r RECEIVED FOR USE IN Qa-r Sri FOR USE IN Sti Aw iii GRADING ANALYSIS TEST SPECIMEN A B C D E SIEVE AS UBED SPECIF, LIMITS SOUGHT COMPACTOR AIR P.RESSURE P.SA, - MOISTURE AT COMPACTION % j DRY DENSITY OF BRIO„ #11U. FT. Iyi STABILOMETER VALUE "R" Z EXUDATION PRESS. P.S.I. 0/2 THICK. INDICATED BY STAB. INCHES I THICK INDICATED BY EXP. PRESS., IN. 4S SP. GR. OVEN DRY S. S. D. APP. SUBBASE I!1 FINE 1 BASE �r COARSE 11 SURFACE *' 4 L L. P. L. P. I. COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. j BY E%UD. PRESS 30 J j BY EXPAN. PRESS so W WET DRY AVG. SPEC, �7 Jr, It AT EOUIL. SPEC. 10, INDICATEOy,RINIMUM THICK. OF COVER FOR COVE CONDITIONS. sU IU LART- SPEC. MOISTURE CONTENT AS RECEIVED: Zi % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: RESIDENT ENGINEER (CITY ENGR.) F- 3011 -421 ❑ BILLING WILL I �gE�M /A/DgE, TATT END (�.. ?'VAILDNTH 1 IY lIIIf+ Fw i%LI 1. ❑ Preliminary tests prior COUNTY OF ORANGE to award oI contract. ROAD. DEPARTMENT g6(/ ►" Material Testing Section TEST NO. C- E L!? NO. V C"T. NO. OTt— �+ rQ Control tests on ` YCOMPACTION (W'O. OR P.O. OR AHFP) " +iy materials actually . entiWing into works. "' i , -."^_ -- DATE' D. I controc use.,controct item Wool- PROJECT 4?;eAdfur AGENCY�l�r L.� RESIDENT..ENG IN EER (ItS PECTOR)�,�[�K Tvye -'1: `/ CONTRACTOR �' G12S. OUTSIDE SEND REPORT TO: CONSTRUCTION ❑ AGENCY ® MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION 6�.1 .Ef +'zLrra,� 'f'•`' b Ns - '-:54�i 222�i _y�� OK V STA $9 REPRESENTING LIMITS _ TYPE MATERIAL /�=-f "'' "�• DEPT r� TO /IqE LOW FINISHED GRAD£F DATE _5- 17.-4-7 TESTED BY: '4• IN PLACE DENSITY A INITIAL WT. TEST SAND '-LAB B WT. SAND RETAINED I,. C, 1 C WT. SAND USED `7o MOIST. D TEST SAND DENSITY SP: GR. ROCK E I VOLUME SAND USED DRY WT. ROCK F VOLUME CONE + RING . DRY W.T. G VOLUME TEST HOLE H WT. EXC. SAMPLE + TARE CORR.MAX.DENSI TY I TARE WEIGHT 3 WET WT. EXC. SAMPLE. ft� id •% K WET DENSITY IN PLACE L DRY DENSITY IN PLACE `,,METHOD A MOISTURE SAMPLE +P. ❑ B [� FIELD '-LAB WET WT. MOLD' 0. I,. C, 1 DRY WT. 3,:R `7o MOIST. M N SP: GR. ROCK WET WT. ROCK DRY WT. ROCK WET WT. —. 7 WET WT: AT COMPACTION DRY W.T. .TOTAL DRY WT, ' % ROCK DRY WT. COMP. SPEC. CORR.MAX.DENSI TY • +P. ❑ B [� MAXIMUM DENSITY RATHOLE DATA SUMMARY RECORD MOLD' 0. I,. C, 1 C.C. 2 3,:R 4 V1 INITIAL WT. SPECIMEN oo RC = % P WET WT: AT COMPACTION SPECIFIC ION: NL_% Q DRY WT. COMP. SPEC. R %MOISTURE ft� id •% CONDITION OF MOLD 1- S HT. COMPACTED SPECIMEN T WET DENSITY I / S.3 V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q - VOLUMES, C.F. C= A— B E= C= D UNIT CONE +UNIT G= E— F K= J+ G CONE .1667 — L =K +(100 % +N) Q= 0 >(100 % +N) SM.RD .0143 .1810 1 R = (P—Q) + Q V = FACTOR x Q-- S LG. RING .0302 1 .1969 REMARKS Test Method Calif. 216 -F �y 22 t9� • p,���c w��s off- RESIDENT ENGINEER (CITY ENGR.) p,. B• —S FIELD JIF t%WET) METHOD +P. ❑ B [� SUMMARY RECORD WHOLE NUMBERS 6PT. PLACE DENSITY O I j. RC = % TENT. % SPECIFIC ION: NL_% �J❑ BILLING WILL BE MAD AT END OF MONTH; BY ER AL5 R FMI_e3.1 RELATIVE COMPACTION . Preliminary tests prior COUNTY OF ORANGE ;,;. ❑ to award of contract. ROAD 09PARTMENT ` I Material: Tasting Section TEST NO. C— 16 FIELD NO. �%�' Control tests on RELATIVE COMPACTION r°OTOR P.O. OR ANFPI materials actually entering into works. Al 4 DATE KEPT REPTD. L7 : �.. If contract, use controct item R��� _� • »ic> �1 . ='L7• AGENCY 69e4I&,4.: NT ENGINEER (INSPECTOR) t��_fittee( "/ CONTRACTOR L20C SERIWREPORT TO: CONSTRUCTION ❑ na e tat.NCY -IL MAINTENANCE ❑ SUBD. El PERMITS El .. LOCATION 99 . /.y �1Sd�I19 iE%_R;F 6Rj•.pF ®STA %P-S-0 REPRESENTING LIMITS -- TYPE MATERIAL All • gzRa;'ri DEPT TO L,G ` BEItgW.FINISHED GRADE DATE .3 %�'�' G % _ TESTED BY: de • `- l'�-�- IN PLACE DENSITY A INITIAL WT. TEST SAND - B WT. SAND RETAINED 1` C WT. SAND USED 4 D TEST SAND DENSITY N E VOLUME SAND USED NET WT. ROCK FIVOLUME CONE + RING G VOLUME TEST HOLE J'6 FSb H WT. EXC. SAMPLE + TARE e �' I TARE WEIGHT 3•, /d J WET WT. EXC. SAMPLE 0 - K WET DENSITY IN PLACE , L DRY DENSITY IN PLACE CAOS,� . METHODA - UO I STURE.SAMPLE FIELD • LAB WET WT..° MOLD NO. 1` .DRY WT. 3 4 `Yo MOIST. M N SP, GR. ROCK ;.e.. NET WT. ROCK P DRY WT. ROCK WET DRY TOTAL DRY. WT. DRY WT. COMP. SPEC. % ROCK'- , CORR. MAX. D 101,TY REMARKS: Test Method Calif. 216 -F • RESIDENT ENGINEER (CITY ENGR.) 13011 -83.1 ❑ BILLI BY RELATIVE COMPACTION it M1 W METH.O.D A ❑ B :; SUMMARY RECD&- WHOLE NUMBERS IN OPT, PLACE DENSITY .2 1 .2a MOISTURE % - RC= 25' C =25' % TENT. RC = % SPECIFICATION: NL %, MAXIMUM DENSITY IIATHOLE DATA MOLD NO. 1` 2 3 4 O INITIAL WT. SPECIMEN dfp ;.e.. P WET WT. AT COMPACTION ¢$ Q DRY WT. COMP. SPEC. R % MOISTURE, A'L D t1_0 CONDITION OF MOLD CAOS,� E S HT. COMPACTED SPECIMEN T WET DENSITY Zj. B- S 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 = i =G '. CONE 1667 - L= K_(100 % +N) Q= 0_(IDO% 14). 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.) 13011 -83.1 ❑ BILLI BY RELATIVE COMPACTION it M1 W METH.O.D A ❑ B :; SUMMARY RECD&- WHOLE NUMBERS IN OPT, PLACE DENSITY .2 1 .2a MOISTURE % - RC= 25' C =25' % TENT. RC = % SPECIFICATION: NL %, J ❑ Prtliminary tests prior COUNTY OF ORANGE to award of contract. ROAD DEPARTMENT Material Testing Section . • TEST No Cr 35 y FIELD NO. .$ •- 1� CONT. NO. OR - ® Control tests only RELATIVE COMPACTION Iw'a. OR P.O. OR AHFP) , %z entering into works. ^/ d DATE REPTD. 5' �R – L7 If contract, use contract item PROJECT -rt,. AGENCY G'!N•.d. .y RESIDENT ENGINEER (INSPECTOR)� 7yA�,: A:—V CONTRACTOR_gC4*X 1J<'d7 +7!' SEND REPORT TO: CONSTRUCTION ❑ AGENCY [1d MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ LOCATION .•Z't7, (S/tzv /GYS� 1� ... -c 11 RT OR,..%., STA:.EP1 / -. --J REPRESENTING LIMITS -rt TYPEMATERIAL A/=i•• •+'I DEPTH !.j TO `ij, >� BEL HED GRADE DATE —TESTED-0 IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB 6 WT. SAND RETAINED C WT. SAND USED WET WT. AT COMPACTION D TEST SAND DENSITY N E VOLUME SAND USED 3331 F VOLUME CONE + RING gleezo G VOLUME TEST HOLE DRY WT. - j H WT. EXC. SAMPLE + TARE , . 1 TARE WEIGHT J, p J WET WT. EXC. SAMPLE. K WET DENSITY IN PLACE L36,77 L DRY DENSITY IN PLACE METHOD A -_ MOISTURE SAMPLE MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 C.C. 2 3 4 FIELD LAB W Er'. W T. p DRY WT. P WET WT. AT COMPACTION MOIST. M = N SP. GR. ROCK Q WET WT. ROCK -14. DRY WT. ROCK'S = -; WET WT. -a R DRY WT. - j 6f TOTAL DRY WT. %, ROCK.,+ CORR.MAXDENSITY I -• REMARKS: Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR.) t _ r3011 -83,1 ❑ BILLING WILL 1 1 :a :a METHOD A ❑ B tE MAXIMUM DENSITY RATHOLE DATA MOLD NO. 1 C.C. 2 3 4 01 INITIAL WT. SPECIMEN p DENSITY P WET WT. AT COMPACTION TErJT. RC .} Q DRY WT. COMP. SPEC. R % MOISTURE 6f CONDITION OF MOLD C/o Y ✓.r' S HT. COMPACTED SPECIMEN ,0, /4p. T WET DENSITY , V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A— B E= C= D I UNIT_,. IC ONE +UNIT G =E - F K =J +G. CONE - L =K +(100 % +N) Q= O= (100 +N) SM..RIG .Ot 43 -,. .1810 R = (P -Q) _ Q V = FACTOR x Q = S LG. RING' L .0302 .1969 REMARKS: Test Method Calif. 216 -F RESIDENT ENGINEER (CITY ENGR.) t _ r3011 -83,1 ❑ BILLING WILL 1 1 :a :a METHOD A ❑ B tE SUMMA BV,)-* RECORD WHOL EqIIIIIIIIIIIIIIIIIERS IN OPT. PLACE DENSITY MOISTURE fkc TErJT. RC �CIFICATION: NL _% AT END OF MONTH'' - r A ❑Preliminary tests prior to award of contract. . i 4 Control tests on materials actually entering into works. COUNTY OF ORANGE ROAD DEPARTMENT IS Material Tealing Section 1F RELATIVE COMPACTION r i If conirc " ceni+act item . TEST NO. C- FI£i4 NO. C NT. NO. OR (W.0. ON P.O. OR AHFP) DATE -4 7 PROJECT Lrogfit! AGENCY �1} o dQS'. ' RESIDENT ENGINEER ONSPECTO�21 7- VA- 'C"x CON' RACt"1"�� OUTSIDE rr� SEND REPORT TO: CONSTRUCTION ❑/gyp AGENCY ® MAINTENANCE L1 SUBO. ❑ PERMITS ❑ - tCATION % %.L>~I�.�?.i'.O�C'ri ..°.rt+r�.Of3STA ='PRESENTING LIMITS . TYPE MATERIAL ,[{l C e Akls•.•J• DEI?TH /® •� TO--,/6 ~ 'B LOW FINISHED GRADE DATE 47 TESTED BY8,61 IN PLACE DENSITY A - INITIAL WT. TEST SAND LA8 B WT. SAND RETAINED 1 C _ WT. SAND USED 'p- D TEST SAND DENSITY don E VOLUME SAND USED WET WT. ROCK F VOLUME CONE +RING p G VOLYEST HOLE DRY WT. - H T. EX C. SAMPLE + TARE -+ I TARE WEIGHT ?. �A J WET WT. EXC. SAMPLE EAEAQ K WET DENSITY IN PLACE L DRY DENSITY IN RLACE R METHOD A MOISTURE SAMPLE FIELD LA8 WET WT. MOLD NO.. 1 DRY WT. - -- 4 % MOIST. M N SP. GR. ROCK WET WT. ROCK P DRY WT. ROCK WET WT. DRY WT. - Q TOTAL DRY WT, .. % ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO.. 1 2.QjQ 3 4 01 INITIAL WT. SPECIMEN. -2400 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R % MOISTURE EAEAQ CONDITION OF MOLD. R ° ✓ /4 S HT. COMPACTED SPECI'MFN 16.415 30 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 CON E . f667 - L = K (100 % +N) Q =O +(100 % +N) SM. RING .0143 .181Q R = (P -Q) + Q V = FACTOR x Q+ 5 LG. RING 1 .0302 1 A 969 REMARKS: Method Calif. 216 -F �1 1 1 METHOD A ❑ El SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY 3 3 MOISTURE % RC = % 'TENT. RC = % SPECIFICATION,: NL_%. BILLING WILL B ADE T ND OF ONTH BY RESIDENT ENGINEER (CITY ENGR.) gaall.es.l. RELATIVE COMPACTION ME 1 Preliminary tests prior to award of contract. QControl tests on 'y'• materials actually 4 entering into works. COUNTY OF ORANGE ROAD DEPARTMENT Material Testing Section TEST NO. C— 16, 3 % RELATIVE COMPACTION (W .O T. . off P O. —O OR AHFPI DATE REPTRit9E= L� If contra , controct item ?-^r I PROJECT - AGENCY . RESIDENT ENGINEER (INSPECTOR) V CONTRAGTE4R &AWE l4..g.e..c SEND REPORT TO: CONSTRUCTION - '. MAINTENANCE';'. SUBD. ❑ PERMITS ❑ LOCATION �< "r� � �.^' #(ft5LT OF( -)STA REPRESENTING LIMITS - T BE MATERIAL /� /•.�j,_� � • DEPTH /gN TO - BELOW FINISHE - DATi=' TESTED BY: s ' IN PLACE DENSITY Al INITIAL WT. TEST SAND LAB B WT. SAND RETAINED C' 1' _ C WT. SAND USED Zzlocf D TEST SAND DENSITY N - - E VOLUME SAND USED WEVWT. ROCK F VOLUME CONE + RING G VOLUME TEST HOLE , /$ gq H WT. EXC: SAMPLE + TARE `? I TARE WEIGHT J IWET WT. EXC. SAMPLE 7 r K WET DENSITY IN PLACE L _ DRY DENSITY IN PLACE METHOD A `. :MOISTURE SAMPLE MAXIMUM' DENSITY RATHRgZATA ' LAB WET WT. MOLD NO. C' 1' _ DRY WT. �M 4 ro M015T. INITIAL WT. SPECIMEN N - - SP. GR. ROCK WEVWT. ROCK P DRY WT. ROCK WE DRY WT. Q TOTAL DRY WT. _ '% ROCK CO RR.` S'ITY - • MAXIMUM' DENSITY RATHRgZATA ' MOLD NO. C' 1' _ C.C. 2 3 4 01 INITIAL WT. SPECIMEN .2400 d dtdo 0 P WET WT. AT COMPACTION Q DRY WT. COMP. SPEC. R %MOISTURE fig' f CONDITION OF MOLD py r S HT. COMPACTED SPECIMEN / T WET DENSITY V DRY DENSITY CONV. FACTOR =0.592 FACTOR x Q = VOLUMES, C.F. C= A- B E= C =. D UNIT CONE +UNIT G =E — F K =J +G CONE .1667 L = K .: (100 % +N) Q = 0 - (100% + N) SM. RING .0143 .1810 R = (P -Q) - Q V = FACTOR x Q _ S LG. RING, - :0302 1 .1969 REMARKS: If B� Test Method Calif. 216 -F ., l LI G / "" U _B ❑ BN i BY RESIDENT ENGINEER (CITY ENGR.) F3011 _83.1 RELATIVE COMPACTION . ME%hQD A ❑ "'r.SUMMARY RECORD WHOLE NUMBERS IN' OPT. PLACE DENSITY MOISTURE /°Jo an cr RC = -91-.- % TENT. RC = 10' SPECIFICATION: -N I—% END OF MONTH - LEER _I .0 PRELIMINARY TESTS OR COUNTY OF ORANGE 2' T AWAR ROAD DEPT POTENTIAL - D TEST It O AFTER - T AWARD, Or-1 TR T . : .1. - REPORT OF TeS I RLD I CONTROL TESTS ON M ACtIJAUtY INTO, WORKS Yp iZ o O SPECIAL TESTS CLASS: SIZE: GATE ROAD NO. PROJECT NAME JAHSfJ/2L? /COAd RESIDENT ENGINEER (INSPECTOR) CO TRACTOR SEND REPORT TO: CONSTRUCTI.ON�o E MAMTIENA fi SUB'D Lj 71 AGENCY: ,V C'I'TY & ,c . dw �77- —� SAMPLE OF SAMPLE FROM 'Alp/ Pi BILLING WIL -BE PUBLIC WORKS UPT, RESIDENT ENGINEER (CITY ENGR.) CONCRETE --A MIX QESIPN AT I END OF MONTH 'ER S EN INFER �1 Prelim{nar� tests on t, /� prior _ .r COUNTY OF ORANGE - �iYO oword o ctrac T , / < ROAD DEPARTMENT f Material, Testing Section 'iFL5T NO. C —, 4-8p.% 0. OfCI Control tests on �- "- RELATIVE ��C _ ACTION. ( .OTOR P.O. OR sHFP) ' KY materials actually _ &1 p f/ / 13 g' entering into works..-+�. - • ..a DATER TO �.. If cortimct e'sb contract item PROJECT #/ AGENCY C �e� -✓tenor RF rJC.i. RESIDENT ENGINEER (INSPECTOR) T L, n Xr g, w o II��1 CONTRACTOR l'o7f r�. SEND REPORT TO: CONSTRUCTION❑ AA OUTS ,ICS- MAINTENANCE ❑ SUBD. ❑ PERMITS ❑ .'' LOCATION �+ �'.� F P l�d . /: R;� - RT LT OF CL STA '? C1 OC REPRESENTING LIMITS TYPE MATERIAL N. S. DEPTH TO / R BELOW FINISHED GRADE - 1 DATE I A - i TESTED BY: lq , 1 Ka vr I IN PLACE DENSITY A INITIAL WT. TEST SAND LAB B WT. SAND RETAINED o C WT. SAND USED "�Z G . o D TEST SAND DENSITY , E VOLUME SAND USED f F VOLUME CONE + RING O G VOLUME TEST HOLE . / H WT. EXC. SAMPLE + TARE .Q� , c '�r I TARE WEIGHT 3,0 J WET WT. EXC. SAMPLE gf K ytET DENSITY IN PLACE L DRY DENSITY IN PLACE Ur1 dC,' - METHOD A MOISTURE SAMPLE FIELD LAB _ WET WT, MOLD NO, C. C. 1 DRY WT. 3' 4 7 % MOIST. M. N SP.. GR. ROCK - - WET WT. ROCK P DRY WT. ROCK a 400 WET WT,- DRY WT, - 3 Q TOTAL DRY WT. '7 ROCK CORR.MAX.DENSITY R • MAXIMUM DENSITY RATHOLE DATA MOLD NO, C. C. 1 C•C 2 3' 4 7 O. IN[ TIAL WT..SPECIMEN .9400 00.. P WET WT: AT COMPACTION a 400 S Q DRY WT. COMP. SPEC. R % MOISTURE CONDITION OF MOLD Ur1 dC,' S -lO ✓e✓' ._ S LHT. 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- (100e +N) Q =O +(100 % +N) SM. RING .0143 .1810. R = (P-Q) : Q V = FACTOR x Q _ S LG. RING .0302. ..1969 REMARKS: Test Method Calif. 216 -F ❑ BILLING WILL BY ENGINEER (CITY ENGR.) 1 B- METHOD A ❑ B SUMMARY RECORD WHOLE NUMBERS IN OPT, PLACE DENSITY 1--70 MOISTURE 9Od'1n E. RC TENT. RC = % SPECIFICATION: NL_% END OF MONTH i F3011 93.t RELATIVE COMPACTION r3t P 8,I COUNTY OF ORANGE ROAD DEPT. GRADING ANALYSIS G Material Testing Section - ® = COARSE, EDOM, FINE REPORT OF TESTS ON COUNT`!'.f"LAN.7NO. 7 -COARSE, MEDIUM, FINE ASPHALT CONCRETE CONT. No. or tW6•el�••g�plebr AHFP) �`3 • TYPE B ❑ 3 'e IF CONTRACT, '=TRACT ITEM DATE REPTD. A 8 C D E F PROJECT AGENCY ( f MA RESIDENT ENGI (INSPECTOR) COI TRACT R TEMPERATURE SEND REPORT TO CONSTRUCTION ❑ AAGENCY D MAINTENANCE ❑ SUED. ❑ PERMITS ❑ PAVING GRADE ASPHALT PEN. 0.70 ❑ 85 -100 yal 120150 ❑ 113 LOCATION OF AGGREGATE SOURC f LIMITS OFpPL1RgOIJJECT OWNER OR MANUFACTURER REPRESENTED TONS DATE SAMPLED IV-- ZIL BY TITLE FOR USE AS: BASE COURSE FINISH COURSE RESURFACE ❑ • [] BILLING WILL BE MADE AT END OF MONTH M I S ESTI EN I EER �11 er F^�SIDENT ENGINEER (CITY ENGINEER) -33.1_ GRADING ANALYSIS - TEST SPECIMENS TIME SPEC. SPEC. no. A 8 C D E F SPECIF. SIEVE TEMPERATURE 113 MOISTURE BITUMEN GRADE BIT. RATIO 1�1 Sr. DR. BRIG. STAB. RESULTS 3 4/ CON. RESULTS 0 16 RT. VALUE 30 so SUSC. H30 100 "ELL 124 HR5.1 _ PERMEABILITY q Bif. VAPOR SUSC. GRADING OBTAINED BY COMBINING BINS AS FOLLOWS: BIN WT. %BY WT. 4 ,� NO. CYCLES MOIST. ABSORB. STABILOMETER COHESION 3 FILM STRIPPING (ON COARSE CRUSHED PARTICLES = AGGREGATE) % 15 MIN. TT° F. 2 FIELD COMP. SP. OR. LAB. SP. OR. RELATIVE COMP. I RECOMMENDED BIT, CONTENT CONSIDERING ALL TEST DATA % REMARKS: EQUIV. GAL. PER EQ. YD. FOR t " COMPACTED SURFACE C SAND EQUIVALENT SPECIE. TEMPERATURE TIME BITUMEN DRY AGG. COMP. MI% Ao L _19 [] BILLING WILL BE MADE AT END OF MONTH M I S ESTI EN I EER �11 er F^�SIDENT ENGINEER (CITY ENGINEER) -33.1_ J, t y ® - COARSE, MEDIUM(5) F1 I - Y COARSE, MEDIUM, FINE i i 1� COUNTY OF ORANGE ROAD DEPT. Material Testing Section REPORT OF TESTS ON ASPHALT CONCRETE TYPE B da COUNTY PLANT NO. CONT. No, Or NV- .or AHFP) Z41f 3.. B IF CONTRACT, USE CONTRACT � ITEM DATE REPTD. PROJECT AGENCY-� �Qr 4 eg-r�--p —y// RESIDENT ENGI R (INSPECTOR) � OUTDE CONTRACTOR SEND REPORT TO: CONSTRUCTION ❑ AAGENCY MAINTENANCE El SUBD. ❑ PERMITS ❑ PAVING GRADE ASPHALT PEN. 70 ❑ 85100 ® 120150 ❑ LOCATION OF AGGREGATE SOUR LIMITS OFQPRRgO�JJECTy OWNER OR MANUFACTURER. _REPRESENTED �' TONS DATE SAMPLED /0 '-L y�/�L BY InCI TITLE FOR USE AS: BASE COURSE ❑ FINISH COURSE RESURFACE ❑ 0 BILLING WILL BE MADE AT END OF MONTH A IDENT ENGINEER (CITY ENGINEER) BITUMINOUS GRADING ANALYSIS TEST SPECIMENS SIEVE TIME SPEC. SPEC. NO. A B C D E F SPECIF, PZJ S TEMPERATURE I1/7 MOISTURE BITUMEN GRADE / D _ BIT. RATIO 112 SP. DR. BRIO. � e STAB. RESULTS 3 r J CON, RESULTS 8 16 RT. VALUE 30 50 SUSC, H2O 100 SWELL (24 HRS.) no T V PERMEABILITY Bit3 VAPOR SUSC. GRADING OBTAINED BY COMBINING BINS AS FOLLOWS: BIN WT, %BY WT, a NO, CYCLES MOIST. ABSORB. STABILOMETER COHESION FILM STRIPPING (ON COARSE CRUSHED PARTICLES = AGGREGATE) % 15 MIN. TT' F. FIELD COMP. SP. GR. LAB. SP. GR. RELATIVE COMP. I RECOMMENDED BIT. CONTENT CONSIDERING ALL TEST DATA % REMARKS: EQUIV. GAL. PER D . YD. FOR I" COMPACTED SURFACE SAND EQUIVALENT SPECIF. TEMPERATURE TIME BITUMEN DRY AGG, COMP. MIA 33v duo :sS 17 33oa 0 BILLING WILL BE MADE AT END OF MONTH A IDENT ENGINEER (CITY ENGINEER) BITUMINOUS • • O PRELIMINARY TESTS PRIOR COUNTY OF ORANGE TO AWARD OF CONTRA OPOTENTIAL SOURCE $A ROAD DEPT. Material Testing Section AFTER AWARD OF CONT CT A ° ,[a CONTROL TESTS ON REPORT OF TESTS ON fb MATERIALS ACTUALLY E ENTERING INTO WORKS O SPECIAL TESTS AS USED IF CONTRACT, USE CONTRACT ITEM ROAD NO. NO. PROJECT PROJECT NAME �Ql�6, � z RESIDENT ENGINEER '(INSPECTOR) J / y/1,R'oi9 CONTRACTOR SEND REPORT TO: CONSTRUCTION OUTSIDE MAINTENANCE El AGENCY: AGENCY C%✓ OT NC Dc f BCO SAMPLE O TEST NO./jG P ZZ.ss FIELD NO. IWNOT or2 P.O. No. or AHFPI FED. NO. DATE REPTD. /0 r.M.. DEPTH DATE SAMPLED /D –/l BY TITLE ` ?/ RECEIVED /O— /?' FOR USE IN GRADING ANALYSIS TEST SPECIMEN A B C ".p� E SIEVE AS USED 5PECIF. LIMITS SOUGHT COMPACTOR AIR PRESSURE P.S.I. _ MOISTURE AT COMPACTION % DRY DENSITY OF BRIO.. JT)/'U. FT. 21/, STABILOMETER VALUE °R" 2 EXUDATION PRESS. P.S.I. 112 THICK. INDICATED BY STAB. INCHES 1 THICK. INDICATED BY EXP. PRESS. IN. .w .-Q — SP. DR. OVEN DRY S.S.D. APP. SUBBASE I/2 PINE BASE COARSE SURFACE L.L. P. L. P.1. COHESION VALUE B TRAFFIC INDEX 16 DURABILITY FINE COARSE SPEC. j BY EXUD. PRESS 3D Q�.frj J j BY EXPAN. PRESS 50 WET DRY AVG. SPEC. y: AT EOUIL. SPEC. 100 INDICATED MINIMUM THICK. OF COVER FOR ABOVE CONDITIONS 200 SU III LART . SPEC. MOISTURE CONTENT AS RECEIVED: % DENSITY IN PLACE OPTIMUM MOISTURE RELATIVE COMPACTION % MID CURVE NO. REMARKS: RFCFIVFD 11Gl 201966 ❑ BILLING PUBLIC YMUM'S DEPT► RESIDENT ENGINEER (CITY ENGR.) F -3011 -421 AGGREGATE & SOIL AT END OF MONTH OPRELIMINARY TESTS PRIOR � COUNTY OF ORANGE , ' � -164 1 TO AWARD OF CONTRA _ ROAD DEPT. I•/s� r OPOTENTIAL SOURCE SA Malarial TRsfin9 Sadion TEST AFTER AWARD OF CONTRACT No. 66-261,2629-263 "R E P O R T O F TESTS: O N NELC NO CONTROL TESTS ON ©y MATERIALS ACTUALLY � P. C. C. ,-: ENTERING INTO WORKSy� FEb:ao w . Q SPECIAL TESTS CLASS 4 Z REYT D.' IF CONTRACT " CY ITEM . •;(OAP NO. -' PROJECT NAME Jamboree Bridte " T EN6INEEJt (INSPECTOR), CONTRACTORS" � . SEND REPORT TO: OUf IID © MAINTENANCE - - SDR'DEl PERMITS - rCTO.tNSTRUCTION AGENCY: City Ql•;k\ ort. Beeo - y. SAMPLE OF Class SAIIIPLE FROM l LIMITS OF SAMPLE ` LOCA. OF-SOURCE.. Costa Mesa �T�aa� AN osta gaesa MUFACTURERk LOCATION Welch Re;ay x -C REPRESS' 7 DATE SAMPLED 'Z-24-66 sY Ting Ar TITLE' ` "= =R_ECEiVEO 3 -2— FOR USE IN Parapit Wald Ir DESIGN OF MIX .. COMPRESSION TEST - .'•-{ CYL E SLUM/ CEMENT ADMIX. /N COMB • /LIR• NO. aRDKlN DAYS GONT"T 1 xM1 W - FI 2112 " PW 263 28. ar .: 47 I� ' Iv2 t 1 .i• L n .. _ • ... 4 s` 16'. . . 30 50 IW am WET DRY AV6. .SpnC. SAND ' ' EOUI V. REMARKS: NN 281%v ❑ BILLIN 'WI MADE A END OF MONTH • . MAT IAL GINEER .. ELY . RESIDENT ENGINEER (CITY ENGR.) CONCRETE.A. MIX DESIGN .,. ' PRELIMINARY TESTS PRIOR O TO COUNTY OF ORANGE _ " . AWARD OF COPLT ROAD DEPT. `,' 66- 105 T U POTENTIAL " "SpLIRCE ED Materinl.Tes*" Section -,,. No `109..116 AFTER AWARD: OF. T ' « --CONTROL CONTROL TESTS- kAATERTJtl 5 naru� ?'� _ ,�. RfiP2 RV.OF TESTS OK P. C. C. - . two. INTO WORKS - Q: SPECIAL TESTS "All -; = : a A SizE:.. +.: - '.CONTRACT. HERD. Ue[`CONTRACT ITR•I ROAD NO. PR- A 1pE 1(] RESIDENT ENGINEER (INSPECTOR)CONTRACTORf" SEND REPORT TO: CONSTRUCTION, 0 FAINTENANCE Q ';'.SUB'DQ AGENCY: City Of Ne ork' Beach - SAMPLE OF Clan B ?IA tFT�C�' SA ROM - LIMITS OF SAMPLE _ LOCH. OF SOURCE Costa Mega l�� MANUFACTURER& LOCATION Welch ReadytWx ?,U PRE " DATE SAMPLED L_ZU_0r3, BY a TITI! ��EltEIVED .FOR USE IN Pi. j P. Can Pi Pr fi 'P4ieir Al ,, ,d 1� 1 PERMITS Q 4 -66 i 0 BILLING WI BE MADE AT END OF MONTH MA RIA 5 NGINEER RESIDENT ENGINEER (CITY ENGR.) !_ raoilaan CQNCRE7E & MIX DPUIGN. �� � .. �6 aka .•r C.w6 '?..�:�:�,Y'_ . 'a%' ... �. 1:�:'..2 .4. _.. _ . _ . - - . MENEM af�I�ir 0 BILLING WI BE MADE AT END OF MONTH MA RIA 5 NGINEER RESIDENT ENGINEER (CITY ENGR.) !_ raoilaan CQNCRE7E & MIX DPUIGN. �� � .. �6 aka .•r C.w6 '?..�:�:�,Y'_ . 'a%' ... �. 1:�:'..2 .4. _.. _ . _ . - - . a • COUNTY OF ORANGE ROAD DEPT. Meterlel TMinq Section ' . -' . : s,. TEST NO:' 66771,72j73 R;E.PORT OF TESTS ON �;r "FIELD NO. '• ' P. C. C. (M.. �P.O.NaaeAHTP) AI�'P 138 ... FED. NO. Cam$$: .'.11 11 �7c SIB: __ _ .. DATE REPTD. -14- IF R ITEM PROJECT NA bOr e. - Bride AHFP.:.. #138 ley CPP>,TRACTOR OUTSIDE KI MAINTENANCE 11 SUB'D PERMITS 0, BILLIN W L BE MADE. AT END OF MONTH M.1p,FERI .ENGINEER RESIDENT ENGINEER (CITY.ENGR.) a ,: a .:.. a - y jA rl CONCRETE � MIX.,QE5l6N .. ��• OPRELIMINARY TE$PRIOR TO AWARD OF C SOUR - - QPOTENTIAL AFTER AWARD OF ON RACT CONTROL TEST$ ON �. -MATERIALS ACTUAL4Y - ^ENTERING INTO WORKS itmAL TESTS. yV/ RESI ER .If.NwToR4 Tin SE" .''.p ' CONSTRUCTION .. �• 1 AGENCY: City 64. Ort /1 jf SAMPLE OF Class, LIMITS OF SAMPLE � 1 YYY V S` LOCA.OFSOURCE COSt$ OWNER MANUFACTURER & LOCATION We1Ch .. a • COUNTY OF ORANGE ROAD DEPT. Meterlel TMinq Section ' . -' . : s,. TEST NO:' 66771,72j73 R;E.PORT OF TESTS ON �;r "FIELD NO. '• ' P. C. C. (M.. �P.O.NaaeAHTP) AI�'P 138 ... FED. NO. Cam$$: .'.11 11 �7c SIB: __ _ .. DATE REPTD. -14- IF R ITEM PROJECT NA bOr e. - Bride AHFP.:.. #138 ley CPP>,TRACTOR OUTSIDE KI MAINTENANCE 11 SUB'D PERMITS 0, BILLIN W L BE MADE. AT END OF MONTH M.1p,FERI .ENGINEER RESIDENT ENGINEER (CITY.ENGR.) a ,: a .:.. a - y jA rl CONCRETE � MIX.,QE5l6N .. ��• i OPRELIMINARY TESTS PRIOR ` COUNTY OF ORANGE TO AWARD OF CON T T 40TENTlAI SOURCE . RC _ •.•. ROAD DEPT. M_ T.sTip9 S.Mion.,b�;T� _ a AFTER AWARD RA CO C T �}�Ri�1. . . CONTROL.TESTS, ON T OF TES ,T S ON MATERIALS ACTU/(LLY �'• P• C • C�;. .�' 1 •a•Y ►`� W^' �A ENTERING INTO'WORKS v- FED. NO. ":. SPECIAL TESTS ':CLASS: A. DATE REPTD. - �!'``\_s:. IF CONTPACr -. PROJECT NAME Ge Bride . RES!DrIT HKINM -(MS►ECTOR). ": CONTRACTOR. -. , 9W CONSTRUCTION OUTSIDE AINTENANCE." • SUB'D PER City. •yf. Newport. Beach► - SAMPLE OF T'T >Ags A- F "PLE FROM i'- I' • � � WORKS O4 L ti IIILL'ING WILL BE MADE AT END OF MONTH MA RIAL NGINEER 111 1 er RESIDENT ENGINEER (CITE'. ENGRCR <E•D 01.1 -16.1 DES _. .m► PRELIMINARY TESTS PRIOR COUNTY OF ORANGE ' �i n ROAD'DER` _ TO AWARD OF CONTRA r, 1 4 POTENTIAL SOURCE SA MafirialT[LK_y..Sba. 1� 1 R Q O AFTER AWARD OF COA CT TEST NO. rr REP. O,RT OF i-f ST'S ON FIELD N� !� CONTROL TESTS, ON, ''//.. coN . o. ar MATEWAILS AGTUiAL4Y ':i. C d4 -` I[•.aaP.o. Ma .io.l F. ENTM!4G INTO. WORKS va - FED. NO. - '`' O SPECIAL TESTS - •- '. CLA$$: -� �• SIZE:' DATE REPTD. IF C A . U[[ CONTRACT ITEM _ R ONO ,PROJECT NAME . �, .:' _ . T ENGINEER (INSPECTOR),- - CONTRACTOR R S REPORT TO: CONSTRLCTIQN Q. VY MAINTENANCE - SUB'D S � AGENCY: EN Cif .' ` > -t P a 12 b i SAMPLE Or. SAMPLE sebm LIMITS OF SAMPLE f I - �, _„• LOCH. -OF SOURCE - • - - - _ OWNED -:.. — MANUF XI.00ATION EPRSE TED :i -- DATE SARUFRiO Y TITLE FOR US DESIGN OF yNE![' COMPRESSIONS TEST - . CVL. DATE AQE (;EMENT GOMV� 8P[C4 NO" EROKEN DAYB BLYM! �NttM ADMIX. P81 - 11h vA • rN - — 8 — 30 So - ..- 100 .2W — WEY' DRY AyG. I SPEC.. - ry '- SAND . REMARKSI iFES 1966 �81LLING WILL BE MADE AT END OF MONTH - /\ MAT IAL NGINEER BY RESIDENT ENGINUR (CITY EAiGR.) 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W 2 o� � LL ,< O Z � V u W < t9 � O z O F u 0 J O W t W F z w S 3 V v 4 r < U w F < O 1 A w a O F t = z D F w r n vai ° o� nw o Y O n < z < s Ow rc w x o rc a< LL m HN � W Z < J J > p� Z H W � H = N C J U � LL W 0 �x < f' i u Z W K ~ N Z W W � �e N W d d W f. 00 p U < 0 F Z W uu W z zO � D at O U Z O W < R O IL J O FW N W F Z W I Q U W Q O ,1 V'1 a O 2 W K F N N Y Q Q I W R �j U Z Q 2 K a. -C K W W Z_ W O J W J W N J m < J W LL Q LL f Ln u � v FI I Q N ~ W B a N G h 'c > ca IL O = m m W F N J u m p U Z N = K O W a 2 < W m ~ W S K N rc N p W W u N 7 F- -9 LL y 0 Z W _ W = ` w LU < of 1 F � N Pct W W o ppr N Cf $4 U W � Po 3 �o u Q 0 S o W o O i r 7 U u u W = F Z F- < > w O f V i Zt7 • < < O U F N OG ¢ O < W p a J o F K W W Z_ W O J W J W N J m < J W LL Q LL f Ln u � v FI I B a N h IL m W F N m p n U = K W W a 2 < m F W S K N rc (L K o� rLU w Z O ? a0 J tiJu u�z W u I.- z N O '.J u < LL p� O x W = F H W 1' �F N = W •, W > G F N d R W •rl CL CL R }1 �W E O O N 0 }4 Q ZW ~1 7 rc U U W Z t o < i > u 0 c OC C j o a U a 6 z ro A n p w F w f z w x 3 W p a rl rl -4 U -4 z 0 q a o f u z a w F U F m p a W � o r rl r-I N N a x F u z w [C r N m �! a m r m W m O 0 wu z I m as � N us CK W o O df = < J ..1 Y K h x ' � O U ` LL o[ O w t- x x n, LU LH N :N W Z W- Ix '�~ N W � 4 . W i p O rc U U. Mi O = W =y U V 0 4 llr < 1. G Z O_ W F 0 < R O LL J O W N W F N N < U W F < 0 h 0. F O Z W K N n � a n W O W U j Q Z < s O W K Lai x it K ,6 < a KEN: O' B R .I,: 7110 21eat etroet, ri( +wport beach, - i:ailfoin],t 1)266 7.t3'- •vpoo! ,O REPORT OF COMPRESSION TEST } G g6a113 CONCRETE TEST CYLINDER JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH,PSI: Cylinder No: Mark No: Size: Made by: Date cast: Dote tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, psi: REMARKS: REPORTS TO: 9010 City of Bevport Beach Jamboree Road Bridge Abbt. and Pier Piles Porter, O'Brien & Armstrong Macco Construction Co. 5,000 psi at 28 days 3731 PP30 6.0 "x12.0" Tingley 8 -19 -65 8 -26 -65 T days 143,400 5,072 3732 PP31 6.0 "x12.0" Tingley 8 -19 -65 9 -2 -65 14 days 162,000 5,730 3733 PP32 6.o "x12.0" Tingley 8 -19 -65 9 -16 -65 28 days 1T8,000 6,295 City of Nevport Beach, Public Works Dept., 3300 Newport Blvd., Nevport Beach August 26, 1965 September 8, 1965 September 17, 1965 K.O. &A. FORM - 43 Respectfully submitted, KEN O'BRIEN 8i OCIATE$ By: KEN 6 "BRIEN & ASSO:C:IA7'ES F, Z (� �l REPORT OF COMPRESSION TEST G CONCRETE TEST CYLINDER JOB NO: 9010 PROJECT: City of Newport Beach �. Jamboree Road Bridge SAMPLE FROM: ,z ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Macco MIX: SPECIFIED STRENGTH,PSI Cylinder No: 3759 3760 Mark No: Size: 6.o "x12.0" 6.0 "x12.0" Made by: Tingley Tingley Date cast: 9 -2 -65 9 -2 -65 Date tested: 9 -9 -65 9 -30 -b5 Age of test, days: 7 days 28 days Max. load to destruction, lbs: 131,000 164,000 Compressive strength, psi: 4,633 5800 REMARKS REPORTS TO: City of Newport Beach, Building Department, 3300 Newport Blvd., Newport.Beach September 10, 1965 October 5, 1965 K. 0. a A. FORM - 43 Respectfully submitted, KEN 01I3RIE?\ A ASSOCI:ITES By: ( / c - zs�n t. s,- a N U' $ R I E N & A.:40 © C _ 510 st street, newport beach, calif ornta B:d.960., t REPORT F Q COMPRESSION TEST G f GUNITE TEST CYLINDER JOB NO: 9010 PROJECT: City of Revport Beach Jamboree Road Bridge SAMPLE FROM: Appt. and Piers ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Macco Construction MIX: SPECIFIED STRENGTH, PSI: 5,000 psi at 28 flays Cylinder No: 3706 3707 3 Mark No: PP24 PP25 P Size: 6.o "x12.0" 6.o "x12.0" Made by: Tingley Date cast: 8 -11 -65 Date tested: 8 -25 -65 Ape of test, days: 14 days Max.lood to destruction, Ibs: 167,400 Compressive strength, psi: 5,921 REMARKS REPORTS T0: City of Nevport Beach, Dept. of Public Works, 3300 Pevport Blv Attention: Mr. Pat Dunigan Respectfully subm KEN O'BRIEN 7110CIATES August 25, 1965 ` By: OjD, 4A t r \.FORM -49 `�°'- -ems° — - •.mot ' " u�:�:� a— - -- fi K 9-N JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: W8RI'EN 8a A sir<lc,c, nrNrlwrt t,eacl,c callfor REPORT OF COMPRESSION CONCRETE TEST CYLINE •. . City of Newport Beach Jamboree Road Bridge Abbt. Wing Wall Pile 16 Inch Porter, O'Brien & Armstrong Macco SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 3721 3722 Mark No: PP -27 PP -28 Size: 6.0 "x12.0" Made by: Tingley Date cost: 8 -17 -65 Date tested: 8 -24 -65 Age of test, days: 7 days Max. load to destruction, Ibs: 143,100 Compressive strength, psi: 5,062 REMARKS: REPORTS TO: City of Newport Beach, 330 Newport Boulevard, New; August 25, 1965 K. O. 8 A. FORM - 4 3 Respectfully submitted, KEN O'BRIEN &. ASSOCIATESi By: KEN O'BRIEN 8z AS$0`C'I: 510 21Nt .mot rccl, no",pc,rt beach, california 92660,- 71•i•6T OBt6 ` REPORT OF COMPRESSION TEST GUNITE TEST CYLINDER JOB NO: 9010 PROJECT: City of Newport Beach Jamboree Road Bridge SAMPLE FROM: Abbt. and Pier Piles ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Macco Construction Co. MIX: SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 3731 3732 Mark No: PP-40 PP31 Site: 6.0 "x12.0" 6.0 "x72.0" Made by: Tingley Date cast: 8 -10 -65 Date tested: 8- 26 -i,5 Age of test, days: 7 days Max, load to destruction, Ibs: 143,40o Compressive strength, psi: 5,072 REMARKS: REPORTS TO: 3733 PP32 6.0 "x12.0" City of Newport Beach. Building Department, 3.300 Newport Blvd., Newport Beach August 26, 1965 K.O. • A.FORY -49 Respectfully submitted, KEN O -BRIEN &,A,98QCjATE8 I By: —L Cie ti ..d e JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER 9010 City of Newport Beach Jamboree Road Bridge Abbt. Wing Wall Pile 16 Inch Porter, O'Brien & Armstrong Macco SPECIFIED STRENGTH, PSI: 51000 psi at 28 days Cylinder No: 3721 Mark No: PP -27 Size: 6.o "x12.0" Made by: KEN O'BRIEN 8 -17 -65 Date tested: & ASS0CIAT.E'9- Age of test, days: �q -�tr1 :: l.rt o-:r, ri•1, n, � itnei Iuur< 1�, <•zr tifirrrvia 02660 714- 67$- GL3- }G JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER 9010 City of Newport Beach Jamboree Road Bridge Abbt. Wing Wall Pile 16 Inch Porter, O'Brien & Armstrong Macco SPECIFIED STRENGTH, PSI: 51000 psi at 28 days Cylinder No: 3721 Mark No: PP -27 Size: 6.o "x12.0" Made by: Tingley Date cast: 8 -17 -65 Date tested: 8 -24 -65 Age of test, days: 7 days Max. load to destruction, Ibs: 143,100 Compressive strength, psi: 5,062 REMARKS: REPORTS TO: 3722 2723 PP -28 PP -29 6.a "x12.0" Tingley 8 -17-65 8 -31 -65 14 days 178,800 6,325 City of Newport Beach, 330 Newport Boulevard, Newport Beach, California August 25, 1965 August 31, 1965 K.O. &A. FORM - 43 Respectfully submitted, KEN O'BRIEN & ASSOCIATES By: KEN O'BRIEN & ASSOCiAT- .11191 :" i >> t t r� . t, ni p. port ileac h, Ctiltfornia 92660!714 -673 -0646 REPORT OF COMPRESSION TEST GUNITE TEST CYLINDER JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH, PSI Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, psi REMARKS: REPORTS TO: 9010 City of Newport Beach Jamboree Road Bridge Appt. and Piers Porter, O'Brien. & Armstrong Macco Construction 5,000 psi at 28 days 3706 3707 3708 PP24 PP25 PP26 6.o "xi2.o" 6.o "x12.0" 6.o "x12.0" Tingley Tingley 8 -11 -65 8 -11 -65 8 -25 -65 9 -8 -65 Hold 14 days 28 days 167,400 167,500 5,921 5,924 City of Newport Beach, Dept. of Public Works, 3300 Newport B1vd.,Newport Beach Attention: Mr. Pat Dunigan August 25, 1965 September 9, 1965 Respectfully submitted, KEN O'BRIEN 8r. SOCIATES By: J r�4/ , N.O. a A.FORM -49 ' gym- REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: 9010 PROJECT: City of Newport Beach Jamboree Road Bridge SAMPLE FROM: Prestressed pile ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Mecca Construction Co. MIX: SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 3684 3685 3636 Mark No: PP21 PP22 PP23 KEN O'BRIEN & ASSOCIAT Made by: Tingley `S :.10 :31at 111"(4. 1 h. +•40 ifnr•nia 026 (If-) 714-673-0.14-15 8-12-65 9 -2 -65 REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: 9010 PROJECT: City of Newport Beach Jamboree Road Bridge SAMPLE FROM: Prestressed pile ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Mecca Construction Co. MIX: SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 3684 3685 3636 Mark No: PP21 PP22 PP23 Size: 6.o "x12. o" 6.0 "x12.0" Made by: Tingley Tingley Date cast: 8-5-65 8 -5 -65 Date tested: 8-12-65 9 -2 -65 Age of test, days: 7 days 28 days Hold Max. load to destruction, Ibs: 141,900 184,500 Compressive strength, psi: 52019 6,525 REMARKS: REPORTS TO: City of Newport Beach, Public Works Department, 3300 Newport Blvd., Newport Beach August 12, 1965 Sept. 8, 1965 K.O. GA. FORM - 43 Respectfully submitted, KEN O'BRIEN &,A, SL9`CIATES (3 B R I E N::&- A 8" street, nt:.,,pt,vt beach, california REPORT OF COMPRESSION TEST Rio is 7I4=6':'3.684 -5 . i, CONCRETE TEST CYLINDER JOB NO: 9010 PROJECT: City of Newport Beach Jamboree Road Bridge SAMPLE FROM: Girders ARCHITECT: Porter, O'Brien & Associates CONTRACTOR: Rockwin Prestress Concrete Corporation MIX: SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: 3665 3666 3667 Mark No: BG 37 BG 38 BG 39 Size: 6.0"x12.0" 6.o "x12.0" Made by: Tingley Tingley Date cast: 7 -26-65 7 -26 -65 Dote tested: 7 -29-65 8 -23 -65 Age of test, days: 3 days 28 days Max. load to destruction, Ibs: 148,800 174,600 Compressive strength, psi: 5,264 6,176 REMARKS: Steam Cured REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California July 29, 1965 August 24, 1965 X.0-5 A. FORM -4* RECEIVED AUG ' :i 1965 PUBLIC WORKS DEEL Respectfully submitted, KEN O'BRIEN & AS CIATES By: .; m y 4 ,. K' N 09B Ft I' 9W-- 8t A 510 :3f:+t. .irri uowport buacIk, IiforitIA 920f3r1 1•HT REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: 9010: PROJECT: City of Newport Beach Jamboree Road Bridge SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH,PSI: Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max.load to destruction, Ibs: Compressive strength, psi: REMARKS: Girders Porter, O'Brien & Azsetrong Rockwin Prestress Concrete Corporation %000 Psi at 28 days 3668 3669 36TO B040 BG41 BG42 6.0 "x12.0" 6.o "xmo" Tingley Tingley T -28-65 7 -28 -65 Hold 8-2-65 8 -25 -65 5 days 28 days 134,200 15T,500 4,747 5,5T1 REPORTS TO: City Of Newport Beach, Public Works Dept., 33ODNevport Blvd, Newport Beach, Calif. Attention: Mr. Pat Dunnigan. August 2x 1965 K.O. GA. FORM - 43 Respectfully submitted, KEN O'BRIEN & ASSOCIATES �.... i amda� San AL :n ., Z: K E N O B R I E N & A S' 8-;o £ L: It) :i lac ni ri •., it rwlx:rt boacI i, c- :L 11foro to 02f160. 71-1-073- 04.16 REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: City of Newport Beach Jamboree Road Bridge Bridge girders Porter, O'Brien & Armstrong R6ckvin Prestress Concrete Corporation SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 3687 Mark No: Size: 63x12,0" Made by: Tingley Date cast: 8 -3-65 Date tested: 8 -13 -65 Age of test, days: 10 days Max. load to destruction, Ibs: 161,700 Compressive strength, psi: 57720 REMARKS: REPORTS TO: 36BB 3689 B044 8045 6.0 "X12.0" ; Tingley 8 -3 -65 8-31-65 28 days 180,000+ 6,367+ City of Newport Beach, Public Works Department, 3300 Newport Blvd., Newport Beach Attention: Mr. Pat Duzligan August 13, 1965 K.O. a 4. FORM - 43 Respectfully submitted, HEN O'BRIEN & ASSOCIATES By: is 4 C" M. IWO 'brange County Road Dept. 9ftterials Laboratory 1152 Fruit Street Santa Ana, California September 2, 1965 wY Mr. Benjamin B. Nolaw City Tngineer City of Newport Beach City Hall 3300 W. Newport Blvd Newport Beach, California Dear Sir: Enclosed are results of relative compaction tests conducted at y= .request. Remarks* A. H.'F.P. #138 Jamboree Rd. Test Nos. 65-C-4054 through 65-C-4057 M Wy y so r t L � er ul erials Engineer FFL:bt encl. A 0 ©©0r El ol ON 0 ..... ..... ..... ..... WOMEN -tc-L Orange Co Road Dept. Materialsatary 1152 Fruit Stet Santa Ana, Califolme September 2, 1965 Mr, Benjamin B. Nolan' - -. . t� ty Engineer City of Newport Beach _ City Hall. 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are rs dts of relative compaction tests conducted at.your request. Remarks: Jamboree Rd. - A.H.F.P. #138 Test Nos. 65—C-4075-and 65 —C -4076: lCrl711i�y yo�s' � '�� FFL:bt encl. ' :. ".aiixG +�. - ..i_._. Rt... __..�._2f" .4�+5a �...'<.lh -1. _u...s�.c.... '.r_ ,.�:+., e..- •..:�.1s'C w�.if.on�l.'. ix.4.Yfzv—J[iEy:'. rfl.i. uro u.0 wl / /ii. ■ /i ■ ■.i /ii.r ■i ■ ■.i.iir. ■ ■ ■ ■/1 ■///rir/�/r/irrr� rii/.w..i../..r.r /ii /. / /ii. ■i /i..r ■ii /. /.ii.. /ri /il ■ir..r.i...■.w..l ■ / /rr / ■ ■rlrr ■ \ ■ ■ ■1 ■■ /w.■■r....r...l ■......■.r..r...l r.r/...w.....■r.l ■...■■■■.■■■rw■ ■1 r / / /.r / / /.......1 r / / /....■■. / / /■ ■1 ■///rtr/a...■ /a ■1 s. ■r..all ■ots ■�.� ■l Mom ... ..•. .. . ..... MMP.9 1= 'R. J f K E N --0`B R I E N :�5t' a3e+t +i r.•.(, tir��5v'. c1 k)o Holt L �) q ",VIP JOB NO PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: REPORT OF COMP M City of Newport Beach Jamboree Road Bridge Girders J A .S' 'S' 0. 071 � - ;Ili;arl5ia 024i4i(j 714447 0144 Wr SION TEST t - YLINDER j P,orter, O'Brien & Armstrong Rockwin Prestress Concrete Corporation SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: Mark No: Size: Made by: Date cost: Date tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, psi: REMARKS: REPORTS TO: 3649 BG 31 6.o "xi2.o" Tingley July 21, 1965 July 23, 1965 2 days 126,400 4,471 3650 3651 BG 32 BG 33 6.0"x12.0" Tingley July 21, 1965 August 18, 1965 28 days 172,000 6,085 City of Newport Beach, Public Works Dept., 3300 Newport Blvd., Newport Beach, Calif. July 23, 1965 August 18, 1965 K.O. t! A. ROAM - 43 Respectfully submitted, KEN O'HRIEN & OCIATES By: ` y.- ;i =i c V At r r� r� d s - ti- ' ".KEN O'BRIEN & ALSSOC. - � 510 :11vC strr•r•t, nr•� pnrt Itc:rii, rttliiforn ie, UYIf00 -1.1= tf-99= t%.•f `� {�' _ �1I REPORT OF COMPRESSb,ON TEST CONCRETE TEST CYLINDER { JOB NO: 9010 PROJECT: City of Newport Beach Jamboree Road Bridge SAMPLE FROM: Girders ARCHITECT: Porter, O'Brien and Armstrong CONTRACTOR: Rockvin Prestress Concrete Corporation MIX: SPECIFIED STRENGTH,PSI: 5,000 Psi at 28 days Cylinder No: 3659 3660 3661 Mark No: BfI?4 BG35 BG36 Size: 6.0 "x12.0" 6.o "xl2.o" Made by: Tingley Tingley Date cast: 7 -22-65 7 -22 -65 Date tested: 7-2T-o5 ZN7 -65 Age of test, days: 5 days 28 days a Max. load to destruction, .s lbs: 137,300 198,000: r Compressive strength, psi: 4,857 7,003 REMARKS: _ -.A REPORTS TO: City of Newport Beach, Dept of Public Works, 3300 Newport Blvd., Newport Beeeb.AiL1CR July 27 1965 August i9, 1965 a.%. ►oar - 43 ;rss Respectfully submitted, KEN O'BRIEN & ASSOCIATES r By: * t° 1 1 � Oran* County Road Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California August 13, 1965 Mr. Benjamin B. Nolan Asst. Pub. Wks. Dir. and City Engineer City of Newport Beach City Hall 3300 w. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of relative compaction to ts conducted at your request. Remarks: A.H.F.P. #138 — Test No. 65-C -3650 through 3652, Very truly yours, . F. LA BELLE Materials Engineer FFL:bt encl. RFCF_IVED AUG 19 1965 PUBLIC WORKS DEPT. L ■■■EM ■■■O■ ■■■■■ ■■■ ■: MEOW ............ ■■■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■ ............ L no on KEN O'BRIEN & ASSOCIAT'ES' . I:+ :;:-.I .:AA•. ...,,,:•I I.,..k'1). -:.l i fori)itt .1)':(313( -1 -(t 7:I.OlA4.1[i I f: REPORT OF COMPRESSION TEST G' CONCRETE TEST CYLINDER JOB NO: 9010 PROJECT: City of Newport Beach Jamboree Road Bridge SAMPLE FROM: Bridge girders ARCHITECT: Porter, O'Brien S Armstrong CONTRACTOR: Rockwin Prestrees Concrete Corporation MIX: SPECIFIED STRENGTH, PSI: 5,000 psi at 23 days Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, psi: REMARKS: REPORTS TO: 36 ^7 36n,3 3689 BG0 3 BG44 BG45 6.o "X12. o" Tingley '1- 3- 65 e -13-65 10 days 161,' 'o0 5) 720 City of Newport Beach, Pu'rlic Works Department, 3300 Newport Blvd., Nevport Beach Attention: Mr. Pat Dunigan Respectfully submitted, August 13, 1965 KEN 0'I3RIEN & ASSOCIATES By: ` K.O. &A. FORM - 43 t j REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO 9010 PROJECT: Cites of Newport Beach ,frmboree Road Bridge SAMPLE FROM: Prestressed pile ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: N:acco Construction Co. SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: 3684 3685 3636 Mark No: PP21 PM PP23 1 6.o "x: 2. o" Made by: Tingley Date cast: KEN O'B R I E N & ASSOCIATES Age of test, days: :•Itl :iin[ �t ro c �. rr.- ++Irr, ct hr :u lt. :r I ito, nia S):-,W,0 71 1- (i7:3 -08IV Ibs: 141,900 Compressive strength, psi: 5,019 t j REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO 9010 PROJECT: Cites of Newport Beach ,frmboree Road Bridge SAMPLE FROM: Prestressed pile ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: N:acco Construction Co. SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: 3684 3685 3636 Mark No: PP21 PM PP23 Size: 6.o "x: 2. o" Made by: Tingley Date cast: 8-5-65 Date tested: 8 -12-65 Age of test, days: 7 days Max. load to destruction, Ibs: 141,900 Compressive strength, psi: 5,019 REMARKS: REPORTS TO: City of Newport Beach, Public Works Department, 3300 Newport Blvd., Newport Beach August 12, 1965 Respectfully submitted, KEN O-BRIEN &, S Cr ATEs By: K.O. &A. FORM • 45 S!-m KEN O'BRIEN ,I" .ii —,c ..err, �. � ,,::rl fir•:irL V L vi' & ASSOCIA'T'ES oulifornia 02660 714 -07-3 013116 1 REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO C� /- x!9010 PROJECT: 1 ' s Jamboree Road Bridge Deck SAMPLE FROM 1 -Cs -4 4-CS -5 ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Rockvin Construction MIX: SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: 3360 3361 3362 Mark No: BG 10 BG 11 BO 12 Size: 6.0" x 12.0" 6.0" x 12.0" 6.0" x 12.0" Made by: Tingley Tingley Tingley Date cast: May 20, 1965 May 20, 1965 May 20, 1965 Date tested: May 25, 1965 June 17, 1905 Age of test, days: 5 days ?_A. days Max. load to destruction, bs: 140,300 1cs1.400 Compressive strength, psi: 4,963 i7 REMARKS: REPORTS TO: City of Newport Beach Attedtion: Pat Dunnigan 3300 Newport Boulevard Newport Beach, California May 25, 1965 Respectfully submitted, , June 17, 1965 KEN O'BRIEN & ASSOCIATES t By: K.O. &A. FORM — 43 Atowev 100 1965 KEN O'BRIEN & ASSOCIATES 8 K 510 • 315T STREET NEVpORT BEACH, CALITORNIA ATTENTIONI MR. Dix SUBJECTt JAMOREE ROAD REAL 161019141T, C.847 GENTLENENS PLEASE DISCARD THE foLLOMIN6 6 X 12 CONCRETE TEST CYLINDERS CURRENTLY ON A "HOLD" oASISt B.G. 5, 9, 12, 15, 18, 21, 24, 27, 3D. VERY TRULY YOURS, G. P .DNIOAN, JR. ASSISTANT CIVIL ENa1NEER GPDt SE a v� G' � ` f t 9Orange County Road Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California August 6, 1965 Mr. Benjamin B. Nolan City Engineer Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of relative compaction tests conducted at your request. FFL:bt encl. Remarks: AHFP #138 - Test No. 65 -C -3403 through 3406. M e my yours, Materials Engineer RECEIVED AUG 9 i965 PUBLIC WORxs —._., ■■ NEMMEMOSOnnow_ ESONMENEMMESONwmidGiwRo�ignPMWpr EMEMEND OMENS MEESE 00000 EMEND MENEM MSWCWWMidiP■idE�aM5�� &ALVENMESON �������������������������������� /��i�� ►S�C7i�A \' \11MESON .......... mumummumms ■■■■■■■■■■ ■■■■■■■■■■ .......... 1 6 Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 K. Newport Blvd. Newport Beach, California Dear Sir: Orange County Road Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California Aegetst 2, 1965 Enclosed are results of relative compaction tests conducted at your request. Remarks: AHFP #138 — Test No. 65 —C -3285 through 3288. FFL:bt encl. Engineer r A 9'. RECEIVE0 AUG t 1,965 PUBLIC WORKS DEPT, SEEMS MEMOS ■■■■■ OMENS NEESE l3 z❑ me wr T' r x is mommommossm wommumognof 0©M0 _i KEN O'BRIEN 8L ASSOC'IAT -1 119 't :+3[[ :31St :[ro +•[, [.c[+yx+rt buaeh, c[tIifuroin :)21080'714 r,07(3.08.40 L REPORT OF COMPRESSION TEST 5 CONCRETE TEST CYLINDER JOB NO: 9010 PROJECT: City of Newport Beach Jusberee Road Bridge SAMPLE FROM: Girders j ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH,PSI Cylinder No: Mork No: Size: Made by: Date cost: Date tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, pal REMARKS: Porter, O'Brien & Artastrong Rockwin Prestress Concrete Corporation 5,OOO Psi at 28 days 3668 BG40 6.o "xl2.o" Tingley 7 -28-65 8-2 -65 5 days 134,200 4,747 3669 367o BGkl B042 REPORTS TO: City of Newport Beach, Public Works Dept., 330 Newport Blvd, Newport Beach, Calif. Attention: Mr. Pat Dunnigan. Respectfully submitted, KEN O'BRIEN & ASSOCIATES August 2, 1965 By: K.O. &A. FORM - 43 KEN O'BRIEN & A: - QC._I -:A.'s `= n 14' ;;1st .iPO.'t, 111•',v1.-,rr hviieI*. ealifvrxrifi=- 026e10 71.4 -67.4 -08.15 PORT OF COMPRESSION TEST V ! �OOV CONCRETE TEST CYLINDER JOB NO 9010 PROJECT: SAMPLE FROM: ARCHITECT: a CONTRACTOR: MIX: '- "'o SPECIFIED STRENGTH,PSI Cylinder No: Mark No: Site: Made by: Date cast: -Date tasted.: . Age of test, dayd: Max. load to destruction -, Ibs: Compressive strength, psi: REMARKS: Steam Cured REPORTS TO: City of Newport Beach Jamboree Road Bridge Girders Porter, O'Brien & Associates Rockwin Prestress Concrete Corporation 5,000 Psi at 28 days 3665 3666 BG 37 BG 38 6.o "x12.0" Tingley 7-2F'65 . ..,7 -29-65 3 days 149,300 5,264 3667 HG 39 City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Respectfully submitted, July 29, 1965 KEN O•BRIEN 8r• ASSOCIATES By: K.01I!A. 1W - 43 r KEN O'B R I E N & A S S.O C I -.AT E r :i1 -1 '•I �rl al if., rn iki !I' --tin 71 t- ii73'0N:16 -1 l G REPORT OF COMPRESSION TES T P3 CONCRETE TEST CYLINDER Lr' JOB N0: 9010 PROJECT: City of Fewport Beach Jamboree Road Bridge SAMPLE FROM: Girders ARCHITECT: Porter, O'Brien and Armstrong CONTRACTOR: Roekvin Prestress Concrete Corporation MIX: SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: Mark No: Size: Made by: Date cost: Date tested: Age of test, days: Max.lood to destruction, Ibs: Compressive strength, psi: REMARKS: REPORTS TO: 3659 3660 3661 Br,AIL BG35 BG36 6.o "x12.0" Tingley 7 -22-65 7 -27 -65 5 days 137,300 4,857 City of Newport Beach, Dept of Public Works, 3300 Newport Blvd., Newport Beach,Calif, July 27, 1965 K.O. a A. FORM - 43 Respectfully submitted, KEN O'I3RIEN & ASSOCIATES By: �' t i a r Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Orange: County Road Department Materials Laboratory -1152 Fruit Street Santa Ana, California July 279 1965 Dear Sir: Enclosed are result_S of relative compaction tests conducted at your request. Remarks: AHFP 138 - Test No: 65 -C -3146 through 3148. FFL :bt encl. F l ��. RECEIVED JUL 2 81965 ..... .PWIl■ pawns ■INIMMIN a■sm■ 1" i Orange County Road Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California July 26, 1965 Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of relative compaction tests conducted at your request. FFL:bt encl. Remarks: AHFP #138 - Test No. 65 -C -3111. r t ly urs IL E E Materials Engineer RECEIVED JUL 281966 r WORKS DEITr `:, mum-loom■ w KEN O'BRIEN 8z; ASSOCIATES :.iU :t i.,t ni.t c i. t.. Nport kwacat. cal if or it iu S)266O 7t•t-673- 0345 DEPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER G" JOB NO: 9010 PROJECT: City of Newport Beach Jamboree Road Bridge SAMPLE FROM: Girders ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Rockwin Prestress Concrete Corporation MIX: SPECIFIED STRENGTH,PSI: 5,000 Psi at 28 days Cylinder No: 3649 3650 3651 Mark No: BG 31 BG 32 BG 33 Size: 6.o "X12.o" Made by: Tingley Date cast: July 21, 1965 Date tested: July 23, 1965 Age of test, days: 2 days Max. load to destruction, Ibs: 126,400 Compressive strength, psi: 4,471 REMARKS: REPORTS TO: City of Newport Beach, Public Works Dept., 3300 Newport Blvd., Nwport Beach, Calif. Respectfully submitted, July 23, 1965 KEN O'BRIEN Si OCIATES By: K.O. O A. FORM - 43 KEN O'BRIEN & ASSOCIATES .�� 4201 sunset boulevard, los angeles. California 90029/213 -664 -2191 City of Newport Beach TO— Department of Public Works 3300 Newport Boulevard Newport Beach, California FOR PROFESSIONAL SERVICES: Field and Lab Testirigs Labors Balboa Boulevard Engineer Technician (Sampling) Flagship Avenue - Tract 5854_ Soils Technician Technician with Nuclear City Contract 963 DATE OUR INVOICE NO. YOUR P.O. NO. PROJECT NO. July 8, 1965 331 9010 COVERING PERIOD June 1965 1 hr @ $12.50 $f8-OO 1 hr @ 8.00 10 hrs @ 8.00 2 hrs @ 15.50 Asphalt Coring OtA� (Sq7) 1 -1/2 hrs @ $15.00 Laboratory: Balboa Boulevard Asphalt Extraction with Grading 2 ea @ $25.00 Sample Preparation (Marshall) 2 ea @ 6.00 Stability and Flow 1 ea @ 4.00 Flagship Avenue - Tract 5854 Moisture Density Curves 2 ea @ 30.00 Calif. - 216 80.00 \ 31.00 22.50 $154.00 b4- iiO2,?ihy7,�9� 60.00 RECEIVES �� JUL 0 1965 EU e:t` ..�- 1�EDT PI A KEN O'BRIEN & ASSOCIATES 4201 sunset boulevard, los angeles. California 90029/213-664-2191 City of Newport Beach TO— Department of Public Works 3300 West Newport Boulevard Newport Beach, California FOR PROFESSIONAL SERVICES: Field and Lab Testingi - Continued Laboratory: Jamboree Road Bridge C`falyi Physical Tests on Prestress Stand Compression Tests Concrete Cylinder Holds Expenses: Compaction Reports DK 7- (k -65- '2,0-1'Wy -O 12- �9 y3,00 02- 3397 -097 R-6, 5-0 -�0-? -? /9/1 00 33> "5- R 22. 5-0 DATE July 8, 1965 OUR INVOICE NO. 331 YOUR P.O. NO. PROJECT NO. 9010 COVERING PERIOD June 1965 1 1 @ $30, $30,00 14 @ 4 0 56,00 7 @ 1,00 7.00 $219.00 n 301 4 @ $ 5.00 20.00 $393.00 KEN O BRIEN 8z ASSOCIATES ,u•�;.ri 1,r;u•Ii. cit I!l'urtiia 02660 711- 67:.3 -08•45 -7 A ,9 / G� ;.�`1�REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: 9010 PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH,PSI Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max. load to destruction, ibs: Compressive strength, psi: REMARKS: Steam Cured Porter, O'Brien and Armstrong Rockwin Prestress Concrete Corporation 5,000 psi at 28 days 3437 BG28 6.o "x12.0" Tingley June 2, 1965 June 4, 1965 2 days 115,400 4,082 3438 BG29 6.0 "x12.0" Tingley June 2, 1965 June 30, 1965 28 days 172,600 6,105 3439 BG30 6.0 "x12. o" Tingley June 2, 1965 REPORTS TO: City of Newport Beach, Public Works Department, 3300 Newport Blvd, Newport Beach, California - Attention: Mr. Pat Dunnigan June , 15965 Wo. a A. FORM - 43 Respectfully submitted, KEN O'BRIEN & ASSOCIATES By: 9 0 KEN O'BRIEN &- ASSOCIATES I.I n rr-rt, In "a I! f() I- IliR i)2(1(40 714 -67:3 OR4i, REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER Ci JOB NO: #9010 PROJECT,: Jamboree Road Bridge Deck SAMPLE FROM: Deck Members ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Rockvin Prestress Concrete Corp. MIX: SPECIFIED STRENGTH,PSI: 5,000 Psi at 28 days Cylinder No: 3434 3435 3436 Mark No: BG2T 8426 B025 Size: 6.o "x12.0" 6.o "x12.0" 6.0 "x12.0" Made by: Tingley Tingley Tingley Date cast: June 1, 1965 June it 1965 Date tested: June 29, 1965 June 3, 1965 Age of test, days: 28 days 2 days Max. load to destruction, Ibs: 162,200 1240TOO Compressive strength, psi: 5,738 4,411 REMARKS: REPORTS TO: City of Revport Beach, Public Works Division, 3300 Newport Blvd., N*vport Beach, California - Attention: Mr. Pat Dunnigen Respectfully submitted, June 3, 1965 KEN O'BRIEN & ASSOCIATES June 29, 1965 By: K.O. a A. FORM - 43 KEN O'B R I E N & ASSOCIATES 510 31st street, newport beach, oallfornia 92860,1714-673-0845 TO: y ev�•r'! ,il— u�SI:L SUBJECT: Report of test on7re %tr(: Y -$ �:, c <f .�tr3, steel Job Number . +. U. / 0 Gentlemen: .y l Following ore laboratory test results on. 4 r-. )'I .0.l. ..`s�t'eel submitteda ./W on.'A. .f 7 7... fromJ.L'S+, l//���,Vr:Y�.�.JCZit'l�brE6 V�•'�`�t �YOjC�! .. Submitted samples to most ASTM specifications ../'C .'...r.�! ..... .- PHYSICAL TESTS TEST NUMBER DESCRIPTION or MARK HEAT NUMBER `7 S9 D u o00 S� y TENSILE TEST No —anal Dimensions (in.) . . . . .. . Actual Dimensions (in.) . . . ... . . . Actual Area (sq.in.) ... ... ... .. .. . Yield Point (Ibs.) .. ... .. .. . Maximum Load (Ibs.) . .. . .. . . . . . . . . . . . . . . . .. . . . Yield Point (tbs. per sq,in.) . ... .. ... 3. �.''.'� V. .. .. , Tensile Strength (Ibs. per sq. in.) .. ... ?� .?.�. 0. .. .. , Elongation in .. .. . .. ..inches.... .. .. ... . .. . Elongation (per cent) .. .. .. .. .. 11 �w' t .. .. Weight per foot (Ibs.) .. .. .. . BENDING TEST Result of test ....... .... . . .... .. .. .. ... REMARKS e :te RECEIVED AN"� K.O.9 A. FORM- 44 � Dot KEN O'BRIE A SOCIATES By re i tr- �;Y. Mr. B. B. Nolan City Engineer City of Newport Beach City Nall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: 0 ( . P, T` Orate County Road Department Materials Laboratory 1152 Fruit Street Santa Ana, California June 16, 1965 Enclosed are results of relative compaction tests conducted at your request. Remarks: AHFP #138 - Test No. 65 -C -2783 through 2786. t f� FFL:bt encl. ruly.^yours, ,fin ; _ Materials Engineer RECEIVEr) JUN 18 1965 PUBLIC WORKS pE m ... ....l..r..l...! ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■r�rrrrr�rrrrrr ■/10!!!1832! / /iL /i 0 OMEMm ■■■■■ OMEN■ mono■ mumms MEMO. ■■■■■ ■NRO■ ■■■■■ MEEMM MENEM ■■■■■ ■■■■■ ■■■■■ MENEM on OQ ^E0m000 0m©mmo© Ah N A, KEN O'BRIEN' & ASSOCIA'T�+''£�J`; :,Io :tl,t titroet, xivwport beach, callfornla 52690/714- 973.0846 i f REPORT OF COMPRESSION TEST 1,0 CONCRETE TEST CYLINDER Tf.. C J 8 vLTs :, JOB NO: #9010 PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: Deck ARCHITECT: porter, O'Brien i Armstrong y CONTRACTOR:. Rockxin Prestressed Concrete Corp. Ll SPECIFIED STRENGTH, PSI: 5000 psi at 28 rigs Cylinder No: 3420 3421 Y122 Mark No: H022 BM Milt Made by: 6.0 "x12.0" 6.0.x12.0! Date cast: Tingley Ti Date tested: 1965 may 28Y 1965 Age of test, days: June 2, 1965 June 25, 1965 Max. load to destruction, 5 dws 28 days Ibs: 157,100 2000000+ Compressive strength, psi: 5,557 T,075 >. 01. REMARKS: Cylinder Nos. 3420, 3421 and 3422 are ate= cured. REPORTS TO: City of Newport Beach, Public Works Division, 33M Ne"61= ]avd.j Nweport Beach, California - Attention: Mr. Plat Dunal m Respectfully submitted, KEN O'BRIEN & OCIATES June 2j 1965 K June 1965 ey, I At K.O. a A. FORM - 43 —S7 tf KEN O'BRIEN BL: ::•,ASSOCIATES 4201 sunset boulevard, los ankel$$,`;osllfornla 90029/213- 664 -2191 DATE June 16, 1965 City of Newport Beach TO— 3300 West Newport Boulevard Newport Beach, California OUR INVOICE NO. YOUR P.O. NO. PROJECT No. 310 1470 9019 . COVERINO PERIOD May 1965 FOR PROFESSIONAL SERVICES: , Train City Personnel in Reading Settlesuint.'b'strumentationo Observe Readings and Advise of Allowable Rate of Fill Pla0ment. Labor: Chief Engineer 4 hrs @ $25.00 $100.00 Soils Engineer 24 hrs L 10.00 240.00 Inspector 8 hri @ 8.00 64.00 Office Engineer 15 hrs (M- 8.00 120.00 Expenses: P R Drilling - *Patrof Piezometere 7 hrs $25.00 Invoioa 'total a6 , /Gr-Co,,,., $524.00 175.00 $699.00 I � KEN O' B R I E N & ASSOCIATES : I.: 21:., (W-1•319j City of Newport Beach TO — Department of Public -Mori* 3300 West Newport Boulevard DATE June 14, 1965 OUR INVOICE No. 301 YOUR P.O. NO. Newport Beach, California PROJECT No. 9010 COVERING PERIOD May 1965 FOR PROFESSIONAL SERVICES: Compaction Control on Following City Jobs: Labor City lob 950 Soil Technician 3 -1/2 hrs $ 8.00 $ 28.00 Tustin Avenue Soil Technician I Nuclear 2 hrs C $15.50 31.00 Alley & Goldenrod St., Corona del Mar Soil Technician 2 -1/2 hra Cd, $ 8.00 70.00 $ 79.00 Laboratory City Tob 950 Moisture Density Curve (Base) 1 ea C' $30.00 30.00 Sieve Analysis, Coarse & Fine 1 ea $16.00 16.00 May & Goldenrod St., Corona del Wit_ :Moisture Density Curve 1 ea L $25.00 25.00 lamborse Road Bridge Compression Tests 13 ea $ 4.00 52.00 Hold 1 ea 7 $ 1.00 1.00 124.00 I KEN O'BRIEN 1201 �nr1Sl•t b0LtI'vard.. 101 a: City of Newport Beach TO— Department of Public Works 3300 .vest Jewport Boulevard 0 & A S S O C1 ATE S ... F•ni.a EN102fi 213 - 664 -2191 DATE Tune 14, 1965 OUR INVOICE NO. 301 YOUR P.O. NO. Newport Beach, California PROJECT No. 9010 COVERING PERIOD May 1965 FOR PROFESSIONAL SERVICES: Compaction Control on Following City Jobs: - Cont'd nenses Reports of Compaction Testing on Above Jobs 3 as F° $5.00 20- 2- X 53, 00 'G2- X3%7 G97 /G s, 00 ' rt $ 218.00 G KEN O'BRIEN GJ v��s lam! JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: & A S SO C1 AT ES REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER r'o Jamboree Road Bridge Deck Porter, O'Brien and Armstrong Rockwin Prestress Concrete Corporation SPECIFIED STRENGTH,PSI: 50000 psi at 28 days Cylinder No: 3408 Mark No: B019 Size: 6.o "x12.0" Made by: Tingley Date cast: XV 2T, 1965 Date tested: June 1, 1965 Age of test, days: 5 days Max. load to destruction, Ibs: 154,200 Compressive strength, psi: 5,455 REMARKS: 3kO8, 31+09, 3410 - Steam cured 3409 B020 6.o "x12.0" Tingley May 2T, 1965 June 24, 1965 28 days 175,000 6,190 3410 BG21 6.o "x12. o" Tingley May 27, 1965 REPORTS TO: City of Newport Beech, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Duanigan - Public Works Division June 1 1965 June 24, 1965 K.O. GA. FORM - 43 RECEIVED JUN 25 1965 PUBLIC WORKS DEPT. Respectfully submitted, KF.:V 0'13RIE1 & ASSOCIATES BY: 1] KEN O'BRIEN ;. L;; :S IM (frct, n, �, 1") rt ln'a<•h 0 & ASSOCIATES :•+rlifr,rnia 0' -660 714. 07:3 -0815 L REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER 57 JOB NO: 9010 PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: ARCHITECT: Porter, O'Brien and Armstrong CONTRACTOR: Rockwin Construction MIX: SPECIFIED STRENGTH,PSI: 5,000 Pei at 28 days Cylinder No: 3398 3399 Mark No: BG16 3017 size: 6.o "x12. o" Mae b: Date cast : 26, 1965 Z;il 1965 Date tested: Mq 28, 1965 June 23, 1965 Age of test, days: 2 days 28 days Max. load to destruction, Ibs: 140j900 ' Compressive strength, pal: 4,9135 7,075 REMARKS: 3398, 3399, 3400 - Steam Cured r xv t, 1965 REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Storks Division M v 28, 1965 June 23, 1965 fU -.3 Respectfully submitted, KEN O'BRIEN & ASSOCIATES By: LL 0 0 KEN O'B R I E N & ASSOCIATES ) :3lnt Itrri1t, ur-w {curt truri<:tr, ctr I in �1 LL11 ��. REPORT OF COMPRESSION TEST G - p 2� o CONCRETE TEST CYLINDER Tt� JOB NO: 9010 PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: 1 -CS-4 14 -CS-5 ARCHITECT: Porter, O'Brien and Armstrong CONTRACTOR: Rockvin Construction MIX: SPECIFIED STRENGTH,PSI: 5000 psi at 28 days Cylinder No: 3392 3393 3394 Mark No: 11013 BG14 8015 Size: 6.0" s 12.0" 6.0" x 12.0" 6.0" x 12.0" Made by: Tingley Tingley Tingley Date cast: Key 242 1965 XV 240 1965 Her 24, 1965 Date tested: May 27, 1965 June 21, 1965 Aye of test, days. 3 days 28 days Max. load to destruction, ibs: Compressive 128,400 190 boo strength, psi: 4,542 6,742 REMARKS: REPORTS TO: City of Nerport Beach, 3300 NewPort Boulevard, Nevport Beach, California Attention: Mr, Pat Duanigan - Public Works Division tta 27, 1965 \ June 21, 1965 \A. FORM -N Respectfully submitted, KEN O'BRIEN Sz Sq SOLI ATES By: N mil w kp� v; Mr. B. B. Nolan, City Engineer City of Newport Beach City Hall 3300 West Newport Blvd. Newport Beach, California Dear Mr. Nolan: ✓F4 Orange County Road Department Materials Laboratory 1152 Fruit Street Satta Ana, California June 23, 1965 Enclosed are results of Relative Compaction tests conducted at your request. Remarks: AHFP #138 Test No. 65 —C -2907 through 2911. ENGINEER FFL:jo O Enc. t Z./ f RE CF �Es JUN? 4 1965 PU S WOPKS QEPT ■www■ ■awn■ ■ffwwwwmww■ mommommom smommommus smosommoso ■wwwwwwww■ 2IX-lTqT=l 0 no o ■i so ■ENE■ SOMME moons Moons SEEMS SOMME NOEESS4 /S: /MRiSp!�dl: WOMEN ■mmmmmmc /mi■mp-Fig Ml % /i SEEMS SOMME mompLSRidM! itm►idp 2SMn■ WOMEN WOMEN ■Sv�Ep iMI;d■ lipiE SOMME■mommmmmom ■ridondpp�R:Mmmmmtmmn aumml I LSIw'SLm,m■ SEEMS MESEM moons ■I m�mP/ WOMEN SOMME Mason moons III •III : WOMEN SOMME mmEEOSOMME ■1 OmmMmMSSmmMOSSSOESWSM■■EI NEI ............... ■■■■■■■■■■■■■■■ sommommommommus IMMEMENUMMEMIMMEMS ■ommummummosi mommommommums Emmums NEMBEEMEMEMEMEN sommosommommoom ❑ MEMEMEMEME wommommomm mommummums mmmonommon Emmommomms MEMEMEMMOR mommommoss sommoommum sommommems WERNMENEWS so so �7 KEN O'B R I E N & ASSOCIATES .r: .pI.i - I(� „I. ,,... 1... -. I, ,, L i,. t I it(,I nin :)2 i 1U() 711 IS 7:i O.141 ) L / REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: #9010 PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: 1 -CS -4 4 -CS -5 ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Rockwin Construction MIX: SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: 3349 3350 3351 Mark No: BG -7 BG -8 BG -9 Size: 6.o "x12.0" 6.o "x12.0° Made by: Tingley Tin g Date cast: may 18, 1965 may 18, 1965 Date tested: May 21, 1965 June 15, 1965 Age of test, days: 3 days 28 days Max. load to destruction, Ibs: 177,000 197,100 Compressive strength, psi: 6,260 6,972 REMARKS: 3349 - steam cured REPORTS T0: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention; Mr. Pat Dunnigan - Public Works Division Respectfully submitted, KEN O'BRIEN & ASSOCIATES I May 24, 1965 By: �. June 15, 1965 K.O. 6 A. FORM - 43 _ 0Y._- .- ..-- .- _...._...... DATE- __...- -_ - �U 8JEC7c-0/LE- aellllNG- ..: -.. 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'Y.1. .._,2.....1 .. �.::...:. f, ai:�.1:t.�. i...j .: ..w l�rle} Lr ve..-.:.: i�' ............: �' si. n...... w. J_. i_ Y .'.'..I...�..:�.F�'.�_:...•!x -. •._.LL..f�__.... Y�'n,1....1. 21 31 41 5/ G/ 2. 12 22 32 4z 52 &Z 3 13 23 33 43 S3 43 4- 14 24 34 44 S4' 614 5 /S 25 35 45 6S GS fo /(o S& 4 (o 50 GG 7 /7 27 37 47 57 6r7 8 /8 28 38 48 58 eo 8 9 19 29 39 49 S9 67 /D 120 30 40 SO G0 70 E� '.. .:'. ..... 'Y.1. .._,2.....1 .. �.::...:. f, ai:�.1:t.�. i...j .: ..w l�rle} Lr ve..-.:.: i�' ............: �' si. n...... w. J_. i_ Y .'.'..I...�..:�.F�'.�_:...•!x -. •._.LL..f�__.... Y�'n,1....1. K E N O'B R I E N & ASSOCIATES : i .t -t,—l. •'rl Ilr .0 L. ;ri i .Pn r': ._.f'. r(. I I I.-":) MA l:i REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: 9010 PROJECT SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH, PSI Cylinder No: Mork No: Size: Made by: Date cast: Date tested: Age of test, days: Max. load to destruction, IDs: Compressive strength, psi: REMARKS: Jamboree Road Bridge Deck Porter, O'Brien and Armstrong Rockvin Prestress Concrete Corporation 5,000 Psi at 28 days 3406 3409 BG19 W20 6.o "x12.o" 6.o "x32.o" Tingley Tingley May 27 1965 MAY 27, 1965 June 1, 1965 5 days 154,200 5,455 J _i I 3410 BG21 6.o "x12.0" Tingley May 2T, 1965 .r 3408,3409,3410 - steam Cured REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division nL Respectfully submitted, June 1, 1765 KEN O'BRIEN &. ASSOCIATES -V E-0-- By: JUN 2 1966 sun 4 R.O. A.,FORN -.43 KEN O'BRIEN & ASSOCIATES f�] REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: 9010 PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: ARCHITECT: Porter, O'Brien and Armstrong CONTRACTOR: Rockwi.n Prestress Concrete Corporation MIX: SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No. 3437 3438 Mark No: BG28 B029 Size: 6.o "x12.0" Made by: Tingley Date cost: June 2, 1965 Dote tested: June 4, 1965 Age of test, days: 2 days Max. load to destruction, Ibs: 115,400 Compressive strength, psi: 4,082 REMARKS: Steam Cured 3439 BG30 REPORTS TO: City of Newport Beach, Public Works Department, 3300 Newport Blvd, Newport Beach, California - Attention: Mr. Pat Dunnigan June 4, 1965 KO &A. FORM-K3 Respectfully submitted, KEN' O'FARIFJ\ & ASSOCIXI'ES By: i VM KEN O'BRIEN & ASSOCIATES -llU :41vf no"port beach, cal[fornia 02680 71.3 -67:3 -0846 JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER •r Jamboree Boad Bridge Dock Porter, O'Brien and Armstrong Noekwin Prestress Concrete Oorporation SPECIFIED STRENGTH,PSI: 50000 psi at 28 days Cylinder No: j1t08 3409 Mark No: BG19 BM Size: 6.o "xl2.o" 6.o "x12.0" Made by: Tingley Tingley Date cast: May 2T, 1965 )lay 2T, 1965 Date tested: June 11 1965 Age of test, days: 5 days Max. load to destruction, Its: 1540200 Compressive strength, psi: 5,455 REMARKS: 34o8,34o9,3410 - Stem cured 3410 B021 6.o`xl2.o" Tingley >y $T, 1965 REPORTS TO: city of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division Respectfully submitted, June 1, 1965 KEN O'BRIEN & ASSOCIATES By. K.O. GA. FORM - 43 1 �r KEN O'BRIEN & ASSOCIATES " ♦ twacj1, c•([1lfornia 513(-MO 71.1- 67:1 - 0-'4.16 G � JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER Jamboree Road Bridge Deck 1-0 -3, 2-CS-22 2-CS-5 Porter, O'Brien & Armstrong Rockwin Construction SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 3335 3336 3337 Mark No: BG4 B05 BG6 Size: 6.o "x12.0" 6.o "x12.0" 6.0 "x12.0" Mode by: Tingley Tingley Tingley Date cast: may 14, 1965 May 14, 1965 May 14, 1965 Date tested: May 19, 1965 Hold June 11, 1965 Age of test, days: 5 days 28 days . Max. load to destruction, Ibs: 156,800 193,400 Compressive strength, psi: 5,547 6,841 REMARKS: Revised May 21, 1965 BG4 - Steam cured BG6 - Steam cured REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division Respectfully submitted, KEN O'BRIEN & AS C1 May 19, 1965 By, K. O. s A. rOR Y - 43 KEN O'BRIEN & ASSOCIATES . ". �,: :S 1-,t �,1 rv�r L. n ... IV rt Irr •.uh, nlif::� �: i:, ' �t(�r:ll 11 .. �`'; 1,' r % REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: #9010 - PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: Jamboree Road Bridge Deck Porter, O'Brien & Armstrong Rockvin Construction SPECIFIED STRENGTH, PSI: 5,COO Psi at 28 days Cylinder No: 3280 3281 3262 Mark No: BG-1 BG_2 RG -� Size: 6.0 "x12.0" 6.0 "x12.0" 6.0'x 12.0" Made by: Tingley Tingley Tingley Date cast: May 11, 1965 May 11, 1965 May 11, 1965 Date tested: May 13, 1965 May 18, 1965 June 8, 1965 Age of test, days: 2 days T days 28 days Max. load to destruction, lbs: 123,cj00 157,400 182,000 Compressive strength, psi: 4,383 5,568 6,438 REMARKS: Revised May 21, 1965 REPORTS TO: City of Newport Beacb, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Durnigan - Public Works Division May 14, 1965 May 18, 1965 June 8, 1965 Respectfully submitted, KEN C'BRIEN B- ASSOCIATES I �Y R.O. 5 A. VOR11 - 43 . . By:�., I �Y R.O. 5 A. VOR11 - 43 . . r 0 ,w Mr. B. B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: 0 ( �1 �'�s t, Orange County Road Department Materials Laboratory 1152 Fruit Street Santa Ana, California June 8, 1965 Enclosed are results of relative compaction tests conducted at your request. FFL:bt encl. Remarks: AHFP ##138 - Test No. 65 -C -2448 and 2449. &Z' urs, Materials Engineer RECFIVED JUN 9 1965 PUBLIC WORKS DEPT. '-.00 ■■r■■ ■rrr■ ■rrr■ ■rrr■ ■.!w■. s�rrr %� :rrr %:t ie��rr■ �_�arr■ ■rrrrr■ �r.�rr■ ■rrrrr■ ■rrrrr■ ■r `1300. cloaca �www�wwwwwrwrwwr■ ■www�wwww�wwww�si ■/ww�wwww//ww�/w■ �www�wwww�wwwwww■ ■/ww/wwww/wwwwww■ ■wwwwwwww��wwww�■ 9 Mr. B. B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: 0 Orange County Road Department Materials Laboratory 1152 Fruit Street Santa Ana, California June 8, 1965 Enclosed are results of relative compaction tests conducted at your request. Remarks: AHFP ##138 - Jamboree Rd. - Test Nos. 65- C_2468 through 65 -C -2470. ' Very rely y urs, 7 aEngineer M aerials FFL:bt encl. rLlx1 ©■r- KEN O'BRIEN & ASSOCIATES 610 31st ~treat, newpurt beach, callfurdla 02060 714 -07J -0846 C -1 L f� REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: #W10 PROJECT: Jss:boree Boyd Bridge Dock SAMPLE FROM: Deck Members ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Packrin Prestress Oonorete Corp. MIX: SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 3434 3435 Mark No: BOQ'f 106 Size: 6.ohx12.0" 6.0'42.0° Made by: 'TjMR3 ay. Tingley Date cast:. Date tested: Age of test, days. Max. load to destruction, lbs: Compressive strength, psi: REMARKS: REPORTS TO: 6F.04XI2.0" Tingley Jame it 1965 dune 3, 1965 '2 days 4k j,Ml City of Nwport Beach, Public Works Dideiea, 3300 N*nort Bled.., Newport Beach, California - Attention: I&. Pat Dunnigen Respectfully submitted, Jaee 3, 1965 KEN O'BRIEN &. ASSOCIATES t Bye a j K.O.•A.►OnN -4s , k: r fj REPORT OF COMPRESSION TEST �L 6L�/l L� CONCRETE TEST CYLINDER JOB NO: #9010 PROJECT: Jamboree Road Bridge Deck L +R SAMPLE FROM: Deck t :i ARCHITECT: Porter, O'Brien 8a Armstrong r- CONTRACTOR: Rockwin Prestressed Concrete Corp. j MIX: SPECIFIED STRENGTH, PSI: 52000 psi at 28 days i Cylinder No: 3420 3421 3422 Mark No: BG22 B023 8024 Size: 6.0 "x12.0" Made by: Tingley Date cast: May 28, 1965 Date tested: June 2, 1965 Age of test, days: 5 days - Max. load to destruction, Ibs: 15T,100 Compressive strength, psi: 5955T REMARKS: Cylinder Nos. 3420, 3421 and 3422 are stem cured. REPORTS TO: City of Newport Beach, Public Works Division, 3300 Newport Blvd., Newport Beach, California - Attention: Mr. Pat Dunnigen June 2, 1965 K.O. 6 A. FORM - 43 RECEIVED JUN 3 19M PUBUC WORKS DEPT, Respectfully submitted, . KEN O'BRIEN & OCIATES )A lNe By: N KEN O'B R I E N & ASSOCIATES :;1 <1 0260p : >11- 073.0,+.1 -, REPORT OF COMPRESSION TEST �L 6L�/l L� CONCRETE TEST CYLINDER JOB NO: #9010 PROJECT: Jamboree Road Bridge Deck L +R SAMPLE FROM: Deck t :i ARCHITECT: Porter, O'Brien 8a Armstrong r- CONTRACTOR: Rockwin Prestressed Concrete Corp. j MIX: SPECIFIED STRENGTH, PSI: 52000 psi at 28 days i Cylinder No: 3420 3421 3422 Mark No: BG22 B023 8024 Size: 6.0 "x12.0" Made by: Tingley Date cast: May 28, 1965 Date tested: June 2, 1965 Age of test, days: 5 days - Max. load to destruction, Ibs: 15T,100 Compressive strength, psi: 5955T REMARKS: Cylinder Nos. 3420, 3421 and 3422 are stem cured. REPORTS TO: City of Newport Beach, Public Works Division, 3300 Newport Blvd., Newport Beach, California - Attention: Mr. Pat Dunnigen June 2, 1965 K.O. 6 A. FORM - 43 RECEIVED JUN 3 19M PUBUC WORKS DEPT, Respectfully submitted, . KEN O'BRIEN & OCIATES )A lNe By: KEN O ' B R I E N & A S S O C I A T E S j 510 31st street, newport beach, califo.rnia 02660/714- 073 -0815 i May 24, 1965 City of Newport Beach Department of Public Works 3300 Newport Boulevard Newport Beach, California Attention: Mr. Pat Dunnigan SUBJECT: Concrete Cylinder Compression Test Results Gentlemen: Attached please find revised test reports for several concrete test cylinders recently processed through our laboratory for the Jamboree Road Bridge project. These revisions reflect identification corrections and test cylinder number changes called to our attention by Mr. Max Tingley on May 21, 1965. The cylinder numbers that have been revised are identified as: 2880 3133 3281 3319 2881 3151 3282 3335 2882 3152 3314 3336 2890 3153 3315 333T 2891 3154 3316 3349 2892 3155 3317 3350 3132 3280 3318 3351 If we can provide further information or additional copies of these reports please advise, HJD/vg Very truly yours.. KW 01 NMN KjOb9CIATES Herberq.T z RECEIVED MAY 23- 1985 PUBLIC WORKS DEPT, los angeles, california CONSULTING ENGINEERS Washington, d. c. LOS A NOBLES • CALIFORMIA PORTER, O'BRIEN & ARMSTRONG O. J. PORTER & COMPANY NEWARK • NEW JERSEY CONSULTING ENGINEERS EACRANENTO CALIFORNIA 510.31H STREET WASHINGTON • D.C. NEWPORT BEACH, CALIFORNIA •73-OW RENO • NEVADA JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH, PSI: Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max.load to destruction, lbs: Compressive strength,psi: REMARKS: Revised May 21, 1965 REPORTS TO: REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER Jamboree Bridge 20" Prestressed Concrete Piles Casting Yard Porter, O'Brien do Armtrong Macco Corporation 5,000 psi at 28 days 2880 PP -1 6.o"x12.0" M.A. Tingley February 22, 1965 March 1, 1965 7 days PARTNERS O. JAMES PORTER K. H. O•RRIEN ELLIE L. ARMSTRONG JAMES R. PORTER ASSOCIATES JAKE C. YOUNG C. F. GRIGG C. H. DARBY OTTO M. VIKRE J. F. WHITE (A.I.A.) W. J. WAGNER V. J. SPOTTS (A. I.A.) LEONARD C. URQUHART 3049.1900 2881 2882 PP -2 PP- 3 6.o "x12.o" 6.011x12.0,, M. A. Tingley M. A. Tingley February 22, 1965 February 22, 1965 March 8, 1965 March 22, 1965 14 da" 28 days 135,400 172,200 193,500 4,790 6,091 6,845 City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Pat Duncigan - Public Works Division HJD/bd March 1, 1965 March 8, 1965 March 22, 1965 Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG I By: RCE 1 35 J 2890 2891 2892 Mark No: PP -4 PP -5 PP -6 Size: PORTER, O'BRIEN & ARMSTRONG - LOS ANGELES. CALIFORNIA Made by: Masco RARTNERR Masco O. J. PORTER & COMPANY February 24, 1965 o. PORTER n [wwRR NEW JERSEY Date tested: Mareh.3, 1965 R. M. O'BRIEN j CONSULTING ENGINEERS [ L. �M [onO c�r� SACRAMENTO . CALIFORNIA - JAMES R 510 - 71st STREET 103,800 A880CIAT[S WASHINGTON • D.C. NEWPORT REACH, CALIFORNIA 3,670 JAKE C. YOUNG C. P. GRIGG 4,7oi 677 -ORES C. W DARGY RENO • NEVADA Revised May 21, 1965 OTTO M. WERE J. F. WHITE (A.I.A.) REPORT OF COMPRESSION TEST W. J. WAGNER V. J. GPOTTS (A. I. A.) CONCRETE TEST CYLINDER — LEONARD C. URQUHART 1949.1980 JOB NO: #9010 PROJECT: Jamboree Bridge 20" Prestressed Concrete Piles SAMPLE FROM: Casting Yard ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Macco Corporation SIKH SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 2890 2891 2892 Mark No: PP -4 PP -5 PP -6 Size: 6.0 "x12.0" 6.0 "x12.0" 6.o "z12.o" Made by: Masco Masco Masco Date cast: February 24, 1965 February 24, 1965 ftbruary 24, 1965 Date tested: Mareh.3, 1965 March 10, 1965 March 24, 1965 Age of test, days: 7 days 14 days 28 days Mex.load to destruction, lbs: 103,800 125,000 1 32 l Compressive strength,psi: 3,670 41422 4,7oi REMARKS: Revised May 21, 1965 REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, Attention- Mr. Pat Dunnigan - Public Works Division HJD/bd March 3, 1965 !larch 10, 1965 March 24, 1965 AIRPORTS - HIGHWAYS - GTNUCTU=G . UTILITIES - CAR" !IVORYS - Respectfull,Y submitted, PORTER, O'BRIEN & ARMSTRONG BY RU X SPECIFIED STRENGTH, PSI: 5,000 Pei at 28 days Cylinder No: 3132 Mark No: PP-T Size: 6.0 "x12.0" Made by: Macro Date cast: March 2, 1965 Date tested: April 13, 1965 Age of test, days: 142 do," Max.load to destruction, lbs: 139,200 Compressive strength,psi: 4,924 REMARKS: Revised May 21, 1965 REPORTS TO: 3133 PP -8 6.0 "x12.0" Macco March 12, 1965 April 137 1965 32 days City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division HJD/bd April 13, 1965 Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG i By: RICE No. 13, 35 01 IS -I LOS ANGELES• CALIFORNIA PORTER, O'B R 1 E N & ARMSTRONG PARTNER[ 0. J. PORTER & COMPANY O. JAMES PORTER NcwwRR NEW JERSEY R. M. u.[RIEN CONSULTING ENGINEERS ELLIS L. ARMSTRONG SACRAMENTO •CALIFORNIA JAMES R. PORTER 510. 31N MEET ASSOCIATES JAKE C. YOUNG WASHINGTON G.C. NEWPORT REACH, CALIFORNIA C. F. GRIGG 675 -0845 C. H. DAR[Y RENO • NEVAOA OTTO M. VIRR[ J. F. WHIT[ IA.I.A.) REPORT OF COMPRESSION TEST W. J. WAGNER V. J. EPOTTS (A. 1. A.) CONCRETE TEST CYLINDER LEONARD C. u[ouNARr 1049.1050 JOB N0: #9010 PROJECT: Jamboree Road Prestressed Concrete Piles SAMPLE FROM: Casting Yard ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Macro Corporation MIX: SPECIFIED STRENGTH, PSI: 5,000 Pei at 28 days Cylinder No: 3132 Mark No: PP-T Size: 6.0 "x12.0" Made by: Macro Date cast: March 2, 1965 Date tested: April 13, 1965 Age of test, days: 142 do," Max.load to destruction, lbs: 139,200 Compressive strength,psi: 4,924 REMARKS: Revised May 21, 1965 REPORTS TO: 3133 PP -8 6.0 "x12.0" Macco March 12, 1965 April 137 1965 32 days City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division HJD/bd April 13, 1965 Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG i By: RICE No. 13, 35 01 IS -I LOS ANGELES • CALIFORNIA PORTER, O'B R I E N & ARMSTRONG PARTNER/ O. J. PORTER & COMPANY O. JA ME/ PORTER NEWARK NEW JERSEY K. N. O'[RIEN CONSULTING ENGINEERS ELLI[ L. ARMSTRONG JAMES R. PORTER SACRAMENTO • CALIFORNIA - ASSOCIATES SIO -7I E1 STREET. JANE C. YOUNG WASHINGTON . D.C. NEWPORT BEACH, CALIFORNIA D. F. GRIGG 677 -CMS C. H. DAR /Y RENO • NEVADA OTTO M. VIKR[ J. F. WHIT[ (A.I.A.) W. J. WAOh REPORT OF COMPRESSION TEST V. J. SPOTn (A.I.A.) CONCRE'T'E TEST CYLINDER LEONARD O URO UNARr uA /a /sD JOB NO: x9010 PROJECT: Jamboree Road Bridge Prestressed Concrete Piles SAMPLE FROM: Casting Yard ARCHITECT: Porter, O'Brien & ArAstrong CONTRACTOR: Nacco Corporation MD C: SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 3151 3152 3153 Mark No: PP -9 PP -TB PP -10 Size: 6.0 "x12.0" 6.0 "x12.0" 6.0 "x12.0" Made by: Macco Macco Macco Date cast: March 2, 1965 March 2, 1965 March 8, 1965 Date tested: April 151 1965 May 21, 1965 April 15, 1965 Age of test, days: 44 days 80 days 38 days Max.load.to destruction, lbs: Compressive strength,psi: 148 200 5P242 143 500 5,0 0 138 100 40W REMARKS: Revised May 21, 1965 REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigsn - Public Works Division Respectfully submitted, PORTER, O'BRIEN ONG By: �,a k , -DZ1 RCE . 13, 35 HJD/bd May 21, 1965 SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH, PSI: Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max.load to destruction, lbs: Compressive strength,psi: Revised May 21, 1965 REPORTS TO: Prestressed Concrete Piles Casting Yard Porter, O'Brien 31 Armstrong Macco Corporation 5,000 Pei at 28 days 3154 PP -SOB 6.0 "x12.0" Macco March 8, 1965 May 21, 1965 74 days 151,500 5,366 3155 PP -8B 6.0 "x12.0" Macco March 12, 1965 City of Newport Beach, 3300 Newport Bwlevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division HJD/bd May 21, 1965 Respectfully submitted, PORTER, O'BRIEN & ONG By: d1A, Q,--. ?!E RCE No. 13,635 PORTER, O'BRIEN & ARMSTRONG LOS ANGELES - CALIFORNIA PARTNERS O. J. PORTER IN COMPANY O. JAMES PORTER NEWARK NEW JERSEY K. M. O SRI EM CONSULTING ENGINEERS ELLIS L. ARMSTRONG SACRAMENTO • CALIFORNIA JAM EE R. PORT[R ASSOCIATES 310.51N STREET JAKE C. YOUNG WASHINGTON • O. C. NEWPORT REACH, CALIFORNIA C. F. GRIGG 673 4615 C. H. DARSY RENO • NEVADA OTTO M. VIKR[ J. F. WHITE IAA.AJ REPORT OF COMPRESSION TEST W. J. WAO"ER V. J. EPOTEI (A.I.A.) CONCRETE TEST CYLINDER LEONARD C. ulouHARr ISAS.IS eD JOB NO: #9010 PROJECT: Jamboree Road Bridge SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH, PSI: Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max.load to destruction, lbs: Compressive strength,psi: Revised May 21, 1965 REPORTS TO: Prestressed Concrete Piles Casting Yard Porter, O'Brien 31 Armstrong Macco Corporation 5,000 Pei at 28 days 3154 PP -SOB 6.0 "x12.0" Macco March 8, 1965 May 21, 1965 74 days 151,500 5,366 3155 PP -8B 6.0 "x12.0" Macco March 12, 1965 City of Newport Beach, 3300 Newport Bwlevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division HJD/bd May 21, 1965 Respectfully submitted, PORTER, O'BRIEN & ONG By: d1A, Q,--. ?!E RCE No. 13,635 d Mh, KEN O'B R I E N & ASSOCIATES i -,IU :41.,1 �t r��rl, ::. .. 1>„rl h�•:rCL. �ulilurnira 4)2;(t4t0 ^i�t �(f "!:i O1-Ft Ci REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: #9010 - PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Reckvin Construction MIX: SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: 3280 Mark No: 110-1 Size: 6.o "xi2.o" Made by: Tingley Date cast: May 11, 1965 Date tested: May 13, 1965 Age of test, days: 2 days Max. load to destruction, Ibs: 1 123,900 Compressive strength, psi: 4383 REMARKS: Revised May 21, 1965 REPORTS TO: 3281 3282 D" W -3 6.o "x12.0" Tingley may 11, 1965 May 18, 1965 7 days 157,E 5,568 City.of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Fir. Pat Dunnigan - Public Works Division May 14, 1965 May 18, 1965 R.O. &A. FOR FA - 43 Respectfully submitted, KEN O'BRIEN & ASSOCIATES By: 1 • KEN O'BRIEN :+1() 3l It It rrot, 11 -N, pert he wlj JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: i & ASSOCIATES cta:lifornin 02660 71 1-67-1-0845 REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER #9010 - Jamboree Road Bridge Jamboree Road Bridge Prestressed Concrete Piles Casting Yard Porter, O'Brien b Armstrong Macco Corporation SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, psi: 3314 Pell 6.o "x12.0" Macco April 14, 1965 May 1T, 1965 33 days 131,000 4,634 3315 PP12 6.o "x12.o" Macco April 14, 1965 May 19, 1965 35 days 142,400 5,o3T REMARKS: Revised May 21, 1965 Cylinder No. 3314 - stored on jobsite to break date. 3316 PF13 6.o "x12.0" Macco April 1k, 1965 May 210 1965 37 days 137,800 4,870 REPORTS TO: City of Newport Beach 3300 Newport Boulevard, Newport Beach, California Attentiont Mr. Pat Duzmi$an - Public Works Division May 1T, 1965 May 19, 1965 May 21, 1965 K.O. &A. FORM - 43 Respectfully submitted, KEN O'BRIEN & ASSOCIATES JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: O'BRIEN & ASSOCIATES �I rv•c I, I rt. 3,c-rl b,;n<•h. cat It fe rn !it 9,.2M:0 711 -Ei7:3 08.15 REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER rU • r Jamboree Road Bridge Prestressed Concrete Pile@ Porter, O'Brien i Armstrong Macco Corporation SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 3317 3318 Mark No: PP14 PP15 Size: 6%o "x12.0" 6.0 "x12.0" Made by: Macco Nacco Date cast: April 15, 1965 April 15, 1965 Date tested: May 17, 1965 May 19, 1965 Age of test, days. 32 days 34 nays Max. load to destruction, Ibs: Compressive strength, psi: 4 88100 41033 33 REMARKS: Revised May 21, 1965 REPORTS TO: 3319 PP16 6.O "JELL • o" Macco April 15, 1965 May 219 1965 36 days 136,000 4,810 City of Newport Beach, 3300 Newport Beach Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division MaY 17, 1965 Msy 19, 1965 May 21, 1965 K.O. a A. FORM -43 Respectfully submitted, KEN O'BRIEN Sr ASSOCIATES By: A r <a f R 0 • 4 KEN O'B R I E N & ASSOCIATES r. t() :i lvt .i rt•<v. twvN 1), ri Itt -aCtt. cal if orn in :)'d F;iit.l 711 - 67:3 -e1H t5 JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER •0 Jamboree Road Bridge Deck 1 -CS -31 2 -CB-2, 2,46-5 Porter, O'Brien & Armstrong Rockwin Construction SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, psi: B04 B33G56 3BG6 6.0 "x12.0" Tingley May 14, 1965 WY 19, 1965 5 days 156,800 5,54T REMARKS: Revised fty 210 1965 Ba4 - Steam cured REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attentions Mr. Pat Dunnigan - Public Forks Division Respectfully submitted, May 19, 1965 KEN O'BRIEN & ASS IATES By, K.O. GA. TORY - ♦! 0 O'B R I E N & ASSOCIATES 114,.•t. ht+:u•ja, coil i I orn irx :1215(10 714 (S7:i -08.15 REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: 419010 PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: 1-CS -4 4 -CS -5 ARCHITECT: porter, O'Brien 3 Armstrong CONTRACTOR: Rockvin Construction MIX: SPECIFIED STRENG TH,PSI: 5,000 psi at 28 days Cylinder No: 3349 3350 Mark No: BG -7 B94 Size: 6.0 "x12.0" Made by: Tingley Date cast: May 18, 1965 Date tested: Kay 21, 1965 Age of test, days: 3 days Max. load to destruction, Ibs: 17T,000 Compressive strength, psi: 6,260 REMARKS: 3349 - steam cured REPORTS TO: 3351 BO -9 City of Newport Beach, 3300 Newport Boule ard, Nevport Beach, California Attention: Kr. Pet Dunnigan - Public Works Division May 24, 1965 K.O. &A. FORM - 43 Respectfully submitted, KEN O'DRIEN & ASSOCIATES By: Axya,&A4 i -:1 :'1 •4 I i KEN O'BRIEN & ASSOCIATES .. I :.r r. rr. ir. .,. r. r . r.. :n lr. ,- ,I ifnrn In f)2f3Fl0 "711 673 08.17, g't(7 REPORT OF COMPRESSION TEST C - CONCRETE TEST CYLINDER ?` 121L5'S JOB NO: 9010 PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: ARCHITECT: Porter, O'Brien and Armstrong CONTRACTOR: Rockwin Construction MIX: SPECIFIED STRENGTH, PSI Cyiinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max. food to destruction, Ibs: Compressive strength, psi REMARKS: 5,000 Psi at 28 days 3398 BG16 6.o "x12.0" Tingley May 26, 1965 May 28, 1965 2 days 41409500 3398, 3399, 3400 - steam Cured 3399 BUT Tingley May 26, 1965 3400 BG18 Tingley May 26, 1965 REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division May 28, 1965 K.O. GA. FORM, 43 Respectfully submitted, KEN O'BRIEN & ASSOCIATES I A C', By: KEN O'B R I E N & ASSOCIATES SiU 31st titrv�t, n:•.v i�i�rt beach, c•alit'ctrnia U' (SBU •7Ld- 693 -0846 REPORT OF COMPRESSION TEST e CONCRETE TEST CYLINDER T JOB NO: 9010 PROJECT: Jamboree Road Bridge Deck SAMPLE FROM: 1 -CS-4 4-CS -5 ARCHITECT: Porter, O'Brien and Armstrong CONTRACTOR: Rockvin Construction MIX: SPECIFIED STRENGTH, PSI: 5000 psi at 28 deys Cylinder No: 3392 3393 Mark No: BG13 &314 Size: 6.0" X 12.o" 6.0" x 12.0" Made by: Tingley Tingley Date cast: MW 24, 1965 )WY 24, 1965 Date tested: XW 2T, 1965 Age of test, days: 3 dare Max. load to destruction, Ibs: 1280400 Compressive strength, psi: k0542 REMARKS: 3394 8015 6.o" x 12.0" � Tingley 1965 REPORTS TO: City of Newport Basch, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dimnigan - Public Works Division ' 110W 2T, 1965 K.O. a A. FORM - 43 Respectfully submitted, KEN O'BRIEN 8c .a►880CIATE$ By: ((\ \TTY\ L KEN O'B R I E N & ASSOCIATES 510 :ilKt �. ti-vet, ncwp,,rl bo:.tc h, ceallfornitt 0:23660 71.1- 073 -0846 G Ll / REPORT OF COMPRESSION TEST p11t)CTs CONCRETE TEST CYLINDER JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH,PSI: Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max.lood to destruction, ibs: Compressive strength, psi: REMARKS: REPORTS TO: city or Bevport Beach AtUltism: Pat Dunnigem 3300 Aanport Boulevard Netrport Beach, California Mq 25, 1965 9.0, 6 Ak, FORM - 43 . Jamboree Road Bridge Deck 1 -CS-4 4-CS -5 Porter, O'Brien & Armstrong Rockvin Construction 51000 psi at 28 days 3360 DO 10 6.o" x 12.0" ?Imlay May 20, 1965 May 25, 1965 5 days 140,300 4,963 3361 BG 11 6.0" X 12.0" Tingley May 20, 1965 I 3362 BG 12 6.o" x 12.0" Tingley May 20, 1965 Respectfully submitted, KEN O'BRIEN & ASSOCIATES i By: �1 V �$ T Orange County Road Department Materials Laboratory 1152 Fruit Street j$anta Ana, California May 20, 1965 Mr. B. B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of relative compaction tests conducted at your request. Remarks: AHFP #138 - Test No. 65 -C -2158 through 2162. M y ours, Materials Engineer p� encl.e . encl. RFC EIVEi* MAY 24 1965 PWW W&W KPL1% 0 ........C. 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If D o� ;o �o 0 I R \} � \/ �\ �§ Z! i! \� k § \ » � / � ■ \ e§ y § 0 0 § g � k� g § k 2 k k d k |G (( 2 S f 2 % � tr $* t � - . + E|; $ � � |2 - • � |¥ || \ / al | \ e§ y § 0 0 § g � k� g § k 2 k k d k |G (( 2 S f 2 r -'° • KEN O'BRIEN 8z ASSOCIATEEI .1treel, T1t'%Nr"['t Minch, ( alifornia "2060 714.07:308.15 Lj G REPORT OF COMPRESSION TEST L CONCRETE TEST CYLINDER JOB NO: X9010 - Jamboree Road Bridge PROJECT: Jamboree Road Bridge SAMPLE FROM: ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Macco MIX: SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: 3317 Mark No: PF17 Size: 6.o "x12.0" Mode by: Tingley Date cast: April 15, 1965 Date tested: May 17, 1965 Ape of test, days: 32 days Max. load to destruction, IDs: 118,200 Compressive strength, psi: 41181 REMARKS: REPORTS TO: 3318 3319 PP18 PP19 6.0 "x12.0" Tingley April 15, 1965 May 19, 1965 34 Days Hold 114,000 4)033 City of Newport Beach, 3300 Newport Beach Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division May 17, 1965 may 19, 1965 K.O. a A. FORM - IS RECFIVF0 MAY "I iC.M MIDI Pi[. Respectfully submitted, KEN O'13RIEN & ASSOCIATES ti By: t. l✓ gd JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: • • N O'BRIEN & ASSOCIATES - I vt. -t rvtrt, i) t-%N p, rt bc-acii, c"I it',, rn is f)2(;60 711 -H7:1- ()Fc t5 REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER #9010 - Jamboree Road Bridge Jamboree Road Bridge Porter, O'Brien b Armstrong Nacco SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max. toad to destruction, Ibs: Compressive strength, psi: 3314 Pell 6.o "x12.0" Tingley April 14, 1965 Nay 17, 1965 33 days 131,000 4,634 3315 3316 PP12 PP13 6.o "x]2.0" Tingley April 14, 1965 May 19, 1965 35 days Hold 142,400 5,037 REMARKS: Cylinder No. 3314 - stored on ,lobeite to break date. REPORTS TO: City of Newport Beach 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Yorks Division May 17, 1965 May 19, 1965 X.O. a A. FOtt,l - 43 RECEIVED MAY 20 19% PUBLIC '1. uimi S DEPE Respectfully submitted, KEN O'BRIEN &a ASSOCIATES Byi ..H %1 •1 :i 0 0 KEN O'BRIEN & ASSOCIATES 11 r++i. n.-%, 1.r rl Iw;k(11, i-al it iirnia fit, °(iri(I 71.1- ei73 -r1ri Fu JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER #9010 - Jamboree Road Bridge Jamboree Road Bridge Porter, O'Brien & Armstrong Macco SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: Mark No: Size: Made by: Date cost: Date tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, psi: 3314 3315 3316 P1,11 PP12 PP13 6. o "xim" Tingley April 14, 1965 May 17, 1965 33 days 131,000 4,634 REMARKS: Cylinder No. 3314 - stored on jobsite to break date. REPORTS TO: City of Newport Beach 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigsn - Public Works Division May 17, 1965 K.O. &A. FORM - 17 4- Respectfully submitted, KEN O'BRIEN & ASSOCIATES By: All (26A 3 x !s K =I .EN O'BRIEN & ASSOCIATES t( ) :i III It rr:•(, n) - H r 1P( 1))rne I k. ( - 11 11 t.)1�(t in './'`-0(i(it) %1-1-(i T.1 08.15 1 JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: t REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER X9010 - Jamboree Road Bridge Jamboree Road Bridge Porter, O'Brien & Armstrong Macco SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, psi: REMARKS: REPORTS TO: 3317 3318 3319 PP17 PP18 PP19 6.o "x12.0" Tingley April 15, 1965 May 17, 1965 32 days 118,200 4,181 City of Newport Beach, 3300 Newport Beach Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division May 17, 1965 Respectfully submitted, KEN O'BRIEN & ASSOCIATES By: t. V Y st K.O. s A. POKY - {3 0 KEN O'BRIEN & ASSOCIATES. 3i-:t t r:vxt, nc•v%pi.rt tw;ur 1;. ,'tt Itfornia 02uf30 71 4-678 nP l:S L (� REPORT OF COMPRESSION TEST q l CONCRETE TEST CYLINDER G JOB NO: #9010 PROJECT: Jamboree Road Bridge SAMPLE FROM: ARCHITECT: Porter, O'Brien & Armstrong CONTRACTOR: Macco MIX: SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No': Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max. load to destruction, Ibs: Compressive strength, psi: REMARKS: B04 - Steam cured REPORTS TO: 3335 3336 3337 BG4 BG5 BG6 6.o "x12.0" Tingley May 14, 1965 May 19, 1965 5 days 156,800 5,547 City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division Respectfully submitted, KEN O'BRIEN Sc AS CI ATES May 19, 1965 By: L11 K.O. a A. FORM -43 KEN O'BRIEN & ASSOCIATES ..: .lr •...n ,i:: ri In`,lr -it. ":�111':,rntol u_.'tilal -"1; 67:1 JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: "TWE REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER #9010 - Jamboree Road Bridge Jamboree Road Bridge Porter, O'Brien & Armstrong Macco SPECIFIED STRENGTH,PSI: 5,000 psi at 28 days Cylinder No: � Mark No: 39-1 Size: 6.0 "x12.0" Made by: Date cast: May 11, 1965 Date tested: May 134, 1965 Age of test, days: 2 days Max. load to destruction, Ibs: 123,900 Compressive strength, psi: 4,383 REMARKS: REPORTS TO: 3281 3282 B9 -2 B9-3 6.o "x12.0" May 11, 1965 May 18, 1965 7 days 157,400 5,568 City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division Respectfully submitted, RECEIVED KEN O'BRIEN & ASSOCIATES May 14, 1965 MAY 191965 May 18, 1965 By: PUBLIC WORKS DEPT. K. 0. e A. FORM - 43 My 0 0 KEN O'B R I E N & ASSOCIATES 4201 sunset boulevard, Jos angeleti, california 90029! City of Newport Beach TO— 3300 Newport boulevard Public a1'orks 7- Vision DATE Iv,ay 11, 1965 OUR INVOICE No. 240 YOUR P.O. No. Newport Beach, California PROJECT No. 9010 COVERING PERIOD April 1965 FOR PROFESSIONAL SERVICES; Laboratory IS Field Testing: Labor: City lob 950 Technician & Nuclear Density Apparatus 1 hr � ;,$15.50 $15.50 Iamboree Road lob Technician & Nuclear Density Apparatus 1 hr $15.50 15.50 $ 31.00 Laboratory Iamboree Road Bridge C-��� Compression Tests 7 ' $ 4.00 $28.00 Concrete Cylinder Holds 3 $ 1.00 3.00 Balboa Bay Bulkhead- Compression Tests Expenses 7 $ 4.00 26.00 $ 59.00 Report of Compaction Testing 2 hrs : $ 5.00 10.00 ix $100.00 J KEN O'B R I E N & ASSOCIATES 4201 sunset boulevard, los angeles, caUfo uia 5)0029:213.66.1 -2191 DATE May 11, 1965 245 OUR INVOICE N0. City of Neviport Beach TO 3300 Nest Newport Boulevard YOUR P.O. No. 14702 Newport Beach, California 9019 PROJECT NO. COVERING PERIOD April 1965 FOR PROFESSIONAL SERVICES: Train City Personnel in Reading Settlement Instrumentation, Observe ,t3adings, Interpret Data and Advise of Allowable Rate of rill Placements Labor Soils Engineer Inspector 16 hrs 'gj $ 10.00 $180.00 5 hrs $ 8.00 48.00 $228.00 C _ gy % �a ,u s?' Mr. Benjamin B. Nolan City Engineer City of Newport Beach" City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Orange.County Road Department Materials Laboratory 1152 Fruit Street :.Santa Ana, California May 4, 1965 Enclosed are results of relative compaction "tests conducted at your request. Remarks: AHFP #138 - Test No. 65 -C -1752 through 1756. 4te gialSrMgUineer s, encl.e . f� encl. RECEIVED MAY 5 1965 PUBLIC WORKS DEPL IN PUBLIC WORKS DEPARTMENT CITY OF NEWPORT BE0 NO. ( (NIT. D DATE A ACTION P. W. DIRECTOR ASST. P.W. DIR. b bV 4 4- 2� ASST. CITY ENGR.� PKG. METER DIV. ELECTRICAL DIV= WATER & SEWER DIV. FI u EN I E R ` `%29 [ E,U CITY MANAGER SECRETARY - Ce"j,00C47 AC nz O -B SHCL'Pl c��� it'.45 4. ATK7s., j'g --g Orange County Road Department Materials Laboratory 1152 Fruit Street Santa Ana, California April 22, 1%5 Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 M. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of relative compaction tests conducted at your request. Remarks: AHFP #138 - Test No. 65 -C -1575 through 1579. Very tpuly Rours, terials . -„w - 1 eer G FFL :bt -� encl. / RECEIVED APR 2 6 1965 PUBLIC WOW DEPT. ©E''00 MEMOMEMANAMEMEN Mosommommosomms wommoommossomso sommesommosomme MEMEMEMEMEMEMEN ■���� ■emu Nomura ■///5■ 1 X .......... .......... .......... .......... .......... oo■■�aoQ�■a■voo ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ■mmoommmmurmmu■ Emommommosommus ■�����a��o� ®tea■ 0 ©f"0 :: :: ii ■ .fi ON ., no .fi .fi ■fi ■fi ■1 .fi _r dommmunsumml ■■■■■■■■■■■i ■■■■■■■■■■ ■l ■MENSYMMEME1 MENUMMOOMMEN ■EMINMENEMIl ■mmummmummal ■OMMEMMEM\E1 ■OU\NOMMERM1 MMMOMMEMOMMI ■t1\summmlll MEMEORMEEMMI MENUMMONEMMI ■ommumoms9el MENUMMEMIMAMS ■\aammumnaw1 ■mummumusaw1 ■mommummass1 a No 1%2 a is NIP 96 ■■■■■MMM■■.■■ ■f sommommossommus ■■.ammo■ ■E■■ ■E■ EE.■■EEEEE■EEEr ....E..E..EEEEr ES ■E■MES/LSmprS! uu■■■VIoivid■ ■■■■■ ►I ■9■Ri■W4 ■EEwmER,dpnmwS/Ri ■MP!id rIIE. /riMiE■ SEEMS ■EEE■ SEEMS SEME6 ■SSI■ ■■■■■■■■■■■■■■■ ■1 ■ ■S■■ ■SS■■ ■ES■■ ■1 wommommummonummul aLml- -■o■ Q t :A/ R 1: g2o- 51Q 31st etreot. Aehrport baacn, oa TO: City of Newport Beach 3300 Newport Boulevard Newport Beach, California SUBJECT: Compastien nesting for Jamboree Road t Nuclear density apparatus. Reigaeated April 26, 1965 by Mr. J. Johnson. FIELD DENSITY MEASURE Test Number nap f Base _ Radius of turn of Jamboree Rd. Test location and Palisades _ Rd. DENSITY TEST Material ........................ Base: Percent Moisture. ....... ..... 8.2 Dry unit Weight. . ........126.T . RELATIVE COMPACTION Laboratory Test Method........... Standard Density — PCF............ 131-0 4 Percent Relative Compaction......... 9T,0 R64uired Compaction ...... . .. ..... 95.0 _ Summary ....................... Clomplies REMARKS! Stendard.dowity punished by Newport Beach, city of. KEN O'BRIEN & A9t3QCIATES April 28, 1965 By K.o.e�voes -as �. ;19► � T RECEIVED MAR 9 196S HJD /bd PUBLIC WORKS UEPL March 1, 1965 March 8, 1965 Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG By: < t. RCE 13, 35 a LOS ANGELES CALIFORNIA PORTER, O'BRIEN & ARMSTRONG" O. J. PORTER & COMPANY o. JAYES wr'R MtWARK • NEW JERSEY CONSULTING ENGINEERS ELLIS L. A MRTO N# " SACRAMENTO • CALIFORNIA JAMES R. PORTER ASSOCIATES irk} 510 -aid S1RF[i JAN[ C. YOUNG '�. WASHINGTON • D.C. NEWPORT SFACN• CALIFORNIA GRIGG C. F. "onion -� i RENO -NEVADA �1 �, / / QS•SEai C. N. OTTO M. VIKR[ J. R WHITE IA.LA.I { , IT. "-fig C REPORT OF COMPRESSION TEST v J. SPOTTS (A. I. A.) b - CONCRETE TEST CYLINDER LEONARD C. URQUHART ISM•ISSO JOB NO: #9010 PROJECT: Jamboree Bride g 20" Prestresse4 Concrete Piles r. SAMPLE FROM: Casting Yard ARCHITECT: i CONTRACTOR: Macco Company MIX: SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 2880 2881 2882 Mark No: PP -1 PP -2 PP -3 Size: 6.0 "x12.0" 6.o "x12.0" Made by: M.A. Tingley M. A. Tingley Date cast: February 22, 1965 February 22, 1965 Date tested: March 1, 1965 March 8,'1965 ` Age of test, days: 7 days 14 days Max.load to destruction, lbs: 135,400 172,200 A. Compressive strength,psi: 4,790 6,o91 - REMARKS: I REPORTS TO: - 'J 1I City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California t� Attention: Pat Dunnigan - Public Works Division RECEIVED MAR 9 196S HJD /bd PUBLIC WORKS UEPL March 1, 1965 March 8, 1965 Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG By: < t. RCE 13, 35 MIX: SPECIFIED STRENGTH, PSI: 5,000 Psi at 28 days Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max.load to destruction, lbs: Compressive strength,psi: REPORTS TO: M. 6.o "xl2.o" M. A. Tingley February 24, 1965 March 3, 1965 T days 103,800 3,6T0 2891 2892 6.0 "x12.0" N.A. Tingley February 24, 1965 March 10, 1965 14 days 125,000 4,422 City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, Attention: Mr. Pat Dunnigan - Public Works Division RECEIVES HJD /bd MAR 12 1965 PUBLIC WORKS .DEPL Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG RCE No. 13, BY:. .A PORTER, O'BR1EN & ARMB7tG11G;._ earioil�liiT LOO AMSUn • CALIFORNIA , WK O. J. PORTER & COMPANY D JAM[' R. H. NEWARK • NEW Jttf[Y CONSULTING ENGINEERS I9 L. L. ARK - SACRAMENTO • CALIFORNIA JAMS JAM[{ [. FOATLI PORTER Ef0.7th MEET Af t {DCIATR JAN[ C. YOUNG WAfNINQTOK • D.C. NEWPORT %EACH, CALIFORNIA C. F. 'GRIOO R[NO • N[VADA ( / ^/� {%iAMS C. H.. DARBY OTTO M. VIAR[ 1 J / J. F. WHIT[ (A.I.A.) /T REPORT OF COMPRESSION TEST W. J. WAON[R V. J. from (A. I. A.) C CONCRETE TEST CYLINDER LEONARD C. URYUNAW uaf.ufe . JOB NO: 79010 PROJECT: Jamboree Bridge 20" Prestressed Concrete Piles S�MPLE FROM: Casting Yard ARCHITECT: CONTRACTOR: Macco Company MIX: SPECIFIED STRENGTH, PSI: 5,000 Psi at 28 days Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max.load to destruction, lbs: Compressive strength,psi: REPORTS TO: M. 6.o "xl2.o" M. A. Tingley February 24, 1965 March 3, 1965 T days 103,800 3,6T0 2891 2892 6.0 "x12.0" N.A. Tingley February 24, 1965 March 10, 1965 14 days 125,000 4,422 City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, Attention: Mr. Pat Dunnigan - Public Works Division RECEIVES HJD /bd MAR 12 1965 PUBLIC WORKS .DEPL Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG RCE No. 13, BY:. .A Orange County Road Department Materials Laboratory 1152 Fruit Street Santa Ana, California March 8, 1965 Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of A.H.F.P. #138 compaction tests conducted at your request. FFL:bt encl. Remarks: Jamboree Rd. - Tests 65 -C -1074 through 65 -C -1077• r my our , LE aterials Engineer RF�EIVED VAR 1110 mg VOS wit .......... mommommomm ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 000M ■/ t//// tt■■■ tt/■ tttt■ ttt/ tttt■ //t///t/tt■t/t/tttt!:.t.•:.tt�s ■ t/ tt/■■ t■/// t/■ tttt//■■ ttt// ■/ttt■t/ttt■t/t/t��ir�:�■���it■ �t//// ttr■ ttt/■/■ tt// tt/■ tt/ ■//t/////t/r//tsit��■/��:.�r�:. // ttttttt�/■ tt/ t/ tt/// tt/■■ ttrr :�r:t/�./�:��:�t/tr//t/r/t/ta ■//// tttt■■■ tt/■■ tt/■■ t■■■ t5/ ■i ■tCi /� %� : / ■t ■ / ■tt ■ ■■t■ ■ ■ / /tt■ / / /t /11■ ■ ■tt ■. ■... / / ■�i ■�� /R %tai/ % ■ ■ ■ ■ ■ ■t ■ ■■11 ■ ■ ■ /t ■■ ■111■ ■ ■ ■1 ■1 ■ ■. ■■ 111 ■ ■.�� ■Ii /� /�� ■■ ■1111 ■ ■. / ■ ■ ■ ■t ■ ■tl ' i • ` KEN O'BRIEN & ASSOCIATES �+ 4201 sunvet b<nilrr.i r +l. Iris aingeles. (�ali.fornia 9002f) 213 -664 -2191 DATE Much 15, 1965 GOUR INVOICE NO. 144 TO— City of Newport Beach" Department of Public Works YOUR P.O. No. 3300 V: est Newport Boulevard California C Newport Beach, PROJECT No. 9010 of FOB PROFESSIONAL SERVICES Compaction Testing on Trench Baekfiil,' jamboree Road- Labor 'v COVERING PERIOD February 1965 Sr. Soils Technician 2 -1/2 bra 0 $8.00 $20.00 Typist 1/2 hr '�1 $5.00 2.50 $22.50 Lag2 2:aoisture Density Curve 1 .4$25.00 $25.00 Expenses Vehicle 2 hrs -t $ 1.25 8 2.50 $50.00 LOt AN.ELSE • CALIFORNIA PORTER, O'BRI EN & ARMSTRONG ' O. J.. PORTER & COMPANY NEWARK - NEW JERSEY CONSULTING ENGINEERS SACRAMENTO • CALIFORNIA 319 -31M TMEET WASHINGTON • D.C. NEWPORT BEACH, CALNORNIA 473 -a34i RENO - NEVADA L ^, {� JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER Jamboree Road Bridge Porter, O'Brian & Armstrong Macco SPECIFIED STRENGTH, PSI: 5,000 psi At 28 days Cylinder No: 3151 3152* Mark No: PP -9 Size: 6.0 "x12.0" Made by: M. A. Tingley Date cast: March 2, 1965 Date tested: April 15, 1965 - Age of test, days: 44 days Max.load to destruction, lbs: 148,200 Compressive strength,psi: 5,242 REMARKS: 3152* - cast -March 2, 1965 tested -Hold 3154* - cast -March 8, 1965 tested -Hold 3155* - cast -March 12, 1965 tested -Hold REPORTS TO: 3153 3154* PP -10 6.0 "x12.0" M. A. Tingley March 81 1965 3ri�5, 1965 138,100 4,885 3155* 3151 - some as Batch No. 313** City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dcanigen - Public Works Division ♦T RECEIVED APR 161965 il HJD/bd PU6UC WORKS Me- April 15, 1965 Respectfully submitted, PORTER, O'BgIEN & ARMSTRONG By: r, RCE No. 13,6W _, Fi Ie .1 tY' i T F, ' O. JAMES, K. N. 0 A t" = ELLIs L. ARMGIRGMS JAMES R. PORTER uGeeuTU JANE C. YOUNG C. F. GAIGG C. N. DARRY ! . OTTO M. VI"a J. F. WHITE (A. I. A•i u W. J. WAGNER V. J. GFOTTE (A.I.A.1 LEONARD C. UMUNAW, 164E-1900 "... 3155* 3151 - some as Batch No. 313** City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dcanigen - Public Works Division ♦T RECEIVED APR 161965 il HJD/bd PU6UC WORKS Me- April 15, 1965 Respectfully submitted, PORTER, O'BgIEN & ARMSTRONG By: r, RCE No. 13,6W _, Fi Ie .1 tY' i T F, ' KEN O'BRIEN & ASSOCIATES 4201 sunset boulevard, los an€;eles, ealiforilia 9002:),/213- 664 -2191 DATE - -c ✓'.1GrL B °[r.'h OUR INVOICE NO. TO— 'ablic 14 orks YOUR P.O. NO. 33^ _ _rt Boulevard Newport Beach, California PROJECT NO. 9019 COVERING PERIOD l. 1-65 FOR PROFESSIONAL SERVICES: f Luu„r Jamboree goad 3r. Soils Technician_ Soils Technician with Nuclear Apparatua Irvine Terrace #4 Sr. Soils Technician soils Technician Laboratory Tambora* Road ;..oisture Density Points Irvine Terrace #4 Moisture Density Points Expenses Jamboree Road Vehicle Irvine Terrace #4 Vehicle ��02� 4� -ry -�r 1/2 hr @ $ 9.00 $ 4.5zo- 33y� -orz X77 S 4 hra $12.OS 48.00 A 307 gl(6.5v $129.00 1/2 hr $ 9.00 4.50 9 hrs 3 $ 8.00 72.00 2 0 $10.00 S 20.00 3 $10.,iJ 30.00 1/2 day `? $10,00 $ 5100 1 day tt} $10.00 10.00 $ 5u. ;i0 'LmLb .J0 $194.00 I , N 0 C S p S goo2e K E N .,I -jI suit �Ct April 149 1965 DATE A -ity of:-t&,w port Beach Bclavard TO- i-xqwport ,, �ias B'3 �-, CE'llfornia OUR INVOICE NO 20 YOUR P O. No r-02 147 sa PROJECT No. -1,4ar.1965 COVERING PERIOD Feb. FOR PROFESSIONAL SERVICES: serve Readings. Ittatidas 6b �strume ng Placement: Train City Personnel in Re. n9 `Towable Rate 01 Fill Plac interpret Data and AdA00tity , Labor Soils Engineer Inspector menses- vohi.--les hrs $10'0 0 30 hrs C $ 11.0 0 Iso miles @ $0.10/mile $ 65.00 _Z40 q-O $305.00 Labor Soils Engineer Inspector Expenseb Vehicles 6 -1/2 hrs 4 :13.00 $'65.00 3G hrs a 6.00 4a 0.00 $305.00 180 miles "'� $0.10 /mi e' $ 18.00 $323.00 y . #y r KEN O'B R I E N 8z° ASSOCIATES 1 201 -,uuyet bl,ccit�. ,it '0, los sxngelc -. c•xlifornifx 90029:'21.3 -664-2191 ;. �.,� T_ ' lqt 1965 DATE City of 14eaport 8ea,;h OUR INVOICE NO. 204 TO— 3300 West Newport Boulevard YOUR P.O. No. 14702 Newport Uacii, C41ifornia PROJECT NO. I COVERING PERIOD X3019 iPib.- :r�ar.1955 FOR PROFESSIONAL SERVICES: Train :;iL? : ersonnel in loaning Settlement if atrumentatlon, Observe Readings, Interpret Data and Advise :City of Allowable Rate of Pill Placement; Labor Soils Engineer Inspector Expenseb Vehicles 6 -1/2 hrs 4 :13.00 $'65.00 3G hrs a 6.00 4a 0.00 $305.00 180 miles "'� $0.10 /mi e' $ 18.00 $323.00 LO/ ANi/iQ . CALIFORNIA PORTER, O'BRIEN & ARMSTRONG O. J. PORTER a COMPANY NEWARK •NEW JERSEY CONSULTING ENGINEERS SACRAMENTO CALIFORNIA 5I0-31N STREET WASHINGTON D. C. E WiORT SEACN, CALIFORNIA ORNIA 673-01145 RENO - NEVADA l COMPRESSION TEST GCONCRETE TEST CYLINDER JOB NO: #9010 PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH, PSI: Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max.load to destruction, lbs: Compressive strength,psi REPORTS TO: Jamboree Road Porter, O'Brien & Armstrong Macco 5,000 psi at 28 days 3132 PP -7 6.o "x12.0" Macco March 2, 1965 April 13, 1965 42 days 139,200 4,924 3133 PP -8 6.o "x12.0" Macco March 12, 1965 April 13, 1965 32 days 200,000 7,075+ O. JAM" PONT/R K. H. WINNER AA ELLIS L. ARMSTRONG "rOc JAMES R. PORTER _ ASSOCIATE[ + JAKE C. YOUNG C. P. GRIGG C. H. DARGY •. OTTO M. VIKRK'� J. F. WHIT[ (A.I.A.) W. J. WAGNER V. J. SPOTTS 1A.I.A., LEONARD C. URGUHAwr 194E-1EGO City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Mr. Pat Dunnigan - Public Works Division HJD/bd April 13, 1965 Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG 1. By: ii .1 RCE No. 13, 35 4L r r� 0 7 Le ao Mr. B. B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: @range County Road Dept. : :Materials Laboratory 1152 Fruit Street Santa Ana, California April 6, 1965 Enclosed are results of relative compaction tests conducted at your request. Remarks: AHFP #133 - Test No. 65 -C -1434. V Ry il u rs, Materials Engineer FFL:bt encl. RECEIVED APR PUBUC %, Ul �s uLPT. file K E 14 a' saA: -I =E. N 8z Glom etroet, newport hoard, oa, City of Newport leeeb 3300 Newport Nwleward Newport Deaeh, California Sheet 1 of a SUBJECT: Catpsction Tasting on Jamboree Plead as a road patch st Station 100+02. The nue]esr density apparatus was utilised. Mareb 29, 1965 JOB Na FIELD DENSITY MEASUREMENTS Test Number #1 #3 - N.E. Corner B.K. Corner Center Top of Top Of Top of Test Location Dsee Oise ldse DENSITY TEST }'� Material ........................ Base Course Use Course Dace Course NNa Percent Moisture. T.2 T.6 9.8 P. Dry Unit Weight.... .. .......... 118.5 11T•6 119.8 f. RELATIVE COMPACTION Laboratory Test Method.. .. . .... M Is Standard Density — PCF............ 13]..0 1 .0 131.0 Percent Relative Compaction......... 90.5 �.8 92.2 Required Compaction...... e - Summary ............... . ... .. .. Bee Test #4 See Seat BlewCrked ' REMARKS: r Orr =Uxi tit adature density of 131.0 lbs. per en. ft. was pretie "g ; establisbed by otbere and relged to us W Mr. Jerry Jehason. x �K " - R KEN O•BRIEN & ASSOOIATEB - r_. t BY j' 0 1 ease• KEN 0'BR1X.N..& A$v#3_ tr I:A: 5I0 :31af fsti'uct, new3wt•t hoxClr,, c.allfot•rlin li�(i6U- 'il•t -R TO: City of Newport Beach 3300 Newport Boulevard Newport Beach, California SUBJECT: Compaction Testing on Jamboree Road on a. road patch at Station 100402. The nuclear density apparatus vas utilised. March 29, 1965 FIELD DENSITY MEASUREMENTS JOB NO Test Number r7 S.W. Comer Top of Test Location Base DENSITY TEST Material... Base Course Percent Moisture. .... ... 9.9 Dry Unit Weight.. . .............. 125.0 RELATIVE COMPACTION Laboratory Test Method.. .. ..... M Standard Density — PCF ............. 131.0 Percent Relative Compaction....... 9T,$ Required Compaction.... .. .. .... 955,0 Summary ....................... Ccmplies REMARKS: *1`he ss<zimtm moisture density of 131.0 lbs. per cu. ft. vas pre established by others and relayed to us by Mr. Jerry Johnson. KEN 0'1i1i1nN 151: AtieYlJ(:1 A1'M..13 � w BY t >: v -_ r� • Mr. B. B. Nolan City Engineer City of Newport Beach City Hall' 3300 W. Newport Beach Newport Beach, California Dear Sir: Orange County Road Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California March 30, 1965 Enclosed are results of relative compaction tests conducted at your request. FFL:bt encl. Remarks: AHFP #138 — Test No. 65 —C -1411 through 1416. er ruly yours, terials Engineer RECEIVED APR -11965 PUBUC WORKS DEPT. 0 :} ... - cAUro�N1A . _PORTER. O'BRIEN &- .ARME3fi G ' Nq'AAR •MEW JERSEY O. J. PORTER & COMPANY CONSULTING ENGINEERS SACRAMENTO CALIFORNIA 310 -3IM MEET r• WASHINGTON • D.C. NEWPORT BEACH, CALIFORNIA 6T�• RENO -NEVADA 672-08* REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER JOB NO: y9010 F. M. WEARER 9161.16 L. ARM6T11011�G', . _ JAMES R. PORTER Ai60CiATE1 _ JANE C. YOUNG C. F. GRIGG C. H. DARBY OTTO M. VIRRL J. F. WHITE (A.I.A.) c. W. J. WAGNER ' V. J. 11"TTS (A.I.A.) LEONARD C. LINE HAIW A 1666.1660 j� PROJECT: Jamboree Bridge 20" Prestressed Concrete Piles SAMPLE FROM: Casting Yard - '- ri ARCHITECT: -- _ }r_ CONTRACTOR: N.acco Company MIX: -.t SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 2890 2891 2892 Mark No:. Size: 6.0 "x12.0" 6.0 "x12.0" 6.0 "x12.0" Made by: M. A. Tingley M.A. Tingley M.A. Tingley Date cast: February 24, 1965 February 24, 1965 February 24, 1965 - Date tested: March 3, 1965 March 10, 1965 March 24, 1965 — Age of test, days: 7 days 14 days 28 days rt: Max.load to destruction, +. lbs: 103,300 125,000 1320900^ Compressive strength,psi: 3,670 4,422 4,701 «' REMARKS: /V REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, Attention: Mr. Pat Dunnigan - Public Works Division HJD/bd Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG 1 i By: t RCE No. 13,b35 March 3, 1965 March lo, 1965 '• March 24, 1965 - 6 Mr. B. B. Nolan City Engineer City of Newport Beach City Hall 3300 V. Newport Blvd. Newport Beach, California Dear Sir: �J. Orange County Road Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California March 26, 1965 Enclosed are results of relative compaction tests conducted at your request. FFL:bt encl. Remarks: AHFP #138 - Test No. 65-C -1338 and 1339. 9 r Vmy our , E Materials Engineer RECEIVED MAR 2 91985 PUBLIC WORKS DEPT, 1tml- r1 l� Orange County Road Department Materials Laboratory 1152 Fruit Street Santa Ana, California March 24, 1965 Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of relative compaction tests conducted at your request. FFL:bt encl. Remarks: AHFP ##138 - Test No. 65 -C -1285 through•1287. V r my ours, v E erials Engineer RECEIVED MAR 2 6 1965 PUBLIC MAKS DEPT —Lo Iwl> ,r .0 eq2 — Orange County Road Department Materials Laboratory U32 Fruit Street Santa Ana, California March 23, 1965 Mr. B. B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd: Newport Beach, CalIfernia Dear Sir; Enclosed are results of relative compaction tests conducted at your request:- , Remarks: AHFP #138 = Test No: 65- 0-1263 and 1264* ours, r l � terials Engineer FF'L:bt encl. RECEIVED MAR 24 1866 P(JBUC WORM Ut". J �rr HZI i O PREAWARp OE P GOi AURCES�N RA OiE pWRDO O I ED O t . M^ ERO l- NTO `!'CORKS ��IJJ ENTERING cPEG1A- Ils"S Q REST SEf AI l r E Ou OF D ORPNGE G NTRY DEBT• OA Section Material Teetin9 ' OF TE52:5.0 REPORT RESIDENT ENGINEER IETN ENGR) F.1o11 -a2 � ' E3 Mr. B. B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: i Orange County Road Department Materials Laboratory 1152 Fruit Street Santa Ana, California March 22, 1965 Enclosed are results of relative compaction tests conducted at your request. Remarks: AHFP #138 — Test No. 65_C_1235 and 1236. V r truly ours, ` i E terials Engineer FFL:bt encl. E3 RECEIVED MAR 24 1965 PUBLIC WORKS un . CALIFORNIA PORTURi:'01 Y. CONSULTING !•NWW"KS' 010 -OIEt OfO!{t � MAMIIMOTOn • D. C. V NEWPORT RACK, C11t>rilON1A - MEMO • NEVADA 673 0841 JOB NO: '40 PROJECT: ( / SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER 0 Jamboree Bridge 20" Prestressed Concrete Piles Casting Yard Macco Company nLli L.ra1�6Rto _:' IAMB A. -DOWNS. JAKE G VONIlO ; OTT& M. YIMat a!-- J. F. WNtft 44LA L W. J. WAOMY V. J. t,OTTO iAn LEONARD G W" SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 2880 2$81 2882 }. Mark No: PP -1 PP -2 PP -3 Size: 6.0 "x12.01' 6.0 "x12.01' 6.0''x12.0" Made.by; M.A. Tingley M. A. Tingley M. A. Tingley _ Date cast: February 22, 1965 February 22, 1965 February 22, 1965 Date tested: March 1, 1965 March 8,'1965 March 22, 1965 Age of test, days: 7 days 14 days 28 days Max.load to destruction, , lbs: 135,400 172,200 19350 Compressive strength,psi: REMARKS: 4,790 6,091 6,845 REPORTS TO: City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Pat Dunnigan - Public Works Division Respectfully submitted, PORTER, O'BRIEN & ARMSTRONG By: n HJD/bd RCE NO 13, b3 5 march 1, 1965 march 8, 1965 march 22, 1965 ! r n�H t i 0 C_g117 Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Mr. Nolan: * (4� -.- Orange County Road Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California March 18, 1965 Enclosed are results of relative compaction tests conducted at your request. FFL:bt encl. Remarks: AHFP ;#138 - Test No. 65 -C -1214 through 1218. Very , erials Engineer RECEIVED MAR 191965 PUBLIC WORKS DEPT. mommommomm sommommumn nommossomm sommommumn nommensomp NONE woman ■um.ff.f� c� CONSyi1_ VMA yjGi Nareb 1s.1s Nw fito Be rail$. 1. C. Qaristiwsan, 11. L Well Pe i. La Ulls, go L Sn1114u JeeyDsroe • AglT /i31e iFlthin the ltalts of the paanat Phi#& of the #stew eastratla on Jswum Ato, ,AW #138, fire L-Ys v* (L A& 10. 45-)53) material wa aas+estaed, lbe listts et sook mortal has bm 4etawissd to 1s wtwen $to* 101+00 set ftussda AL • onratimmoi7 mo test« in ita of the yomAra sattea proposed it is rosswasmod that 3PU101tlAr Mat ratertal to wsed* lbe pswn ll$ material wK is the lntia penile of the smUnkm st dwelt be o4sellat for the /siat satertaU lhU revised a/tia AU was m tnarosa is rssaver eslstall" sot leg s"04 wa%WW. muculwt Y KEN O'BRIEN & ASSOCIATES d 1201 sunset boulevard, los angeles, california 90029;'213 -664 -2191 DATE March 15, 1965 OUR INVOICE NO. 144 TO— City of Newport Beach Department of Public Works YOUR P.O. NO, 3300 West Newport Boulevard Newport Beach, California PROJECT NO. 9010 COVERING PERIOD February 1965 I FOR PROFF9RIONAL SERVICES- Compaction Testing on Trench Backfill, Jamboree Road: Labor Sr, Soils Technician 2 -1/2 hrs @ $8.00 $20.00 Typist 1/2 hr @ $5.00 2.50 Laboratory Moisture Density Curve Expenses Vehicle $22.50 1 @ $25.00 $25.00 2 hrs @ $ 1.25 2.50 $50.00 RECEIVED MAR 15 1965 PUBUC INttW b i KEN O'BRIEN &. ASSOCIATES 4201 3uu�( houlevard, lo, `1'ic•e, California 9o029 1 213 -664 -2191 DATE March 15, 1965 OUR INVOICE NO. 144 ! City of Newport Beach TO— Department of Public Works YOUR P.O. NO. 3300 West Newport Boulevard Newport Beach, California PROJECT No. 9010 COVERING PERIOD pobruary 1965 FOR PROFESSIONAL SERVICES: Compaction Testing on Trench Backf111, Jamboree Road: Labor Sr. Soils Technician 2 -1/2 hrs @ $8.00 $20.00 Typist 1/2 hr @$5.00 2.50 Laboratory Moisture Density Curve Expenses Vehicle 1 @ $25.00 2 hrs @ $ 1.25 $22.50 $25.00 $50.00 0 6 Orange County Road Department Materials Laboratory 1152 Fruit Street Santa Ana, ealifornia March 11, 1965 Mr. B. B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of relative compaction tests conducted at your request. Remarks: Tests 65 -C -1150 through 65 -C -1155 - Jamboree Road. er my urs terials Engineer FFL:bt encl. RECEIVED AIAR 16 19% 0 ■.... MENEM MENEM m 0 Mr. Benjamin B. Nolan City Engineer City of Newport Beach City Hall 3300 W. Newport Blvd. Newport, Beach, California Dear Sir: 6 Orange County Road Dept. Materials Laboratory 1152 Fruit Street Santa Ana, California March 12, 1965 Enclosed are results of relative compaction tests conducted at your request. FFL:bt encl. Remarks: 65 -C -1164 through 65 -C -1166 - Jamboree Road. r ly ours, IAA LA LLE Materials Engineer R"EIVED MAR 16 1965 pueuc woRKS o� 0 El smom■ BEEN■ ■omm■ ■omm■ MEMON ■ 31 unnommmummummal ■EMEMEMEMMEM■ n MEMEMENEREMORMI mosommommummoul MMMENNORMONEENI ■00© -Ilmmm ..ms n. idwm &=MEN MENEM A Orange County Road Department Materials Laboratory 1152 Fruit Street Santa Ana, California March 5, 1965 Mr. Benjamin B. Nolan City Engineer City of Newport Beach 3300 W. Newport Blvd. Newport Beach, California Dear Sir: Enclosed are results of relative compaction tests conducted at your request. Remarks: AHFP #138 - Test No. 65 -C -1052 through 1054. FFL:bt encl. r t ly our , E Materials Engineer REtErIEID MNR S 1965 P101� WORKS DUTt L-V-7 c -I=I ommonsomme mongummoms mmossommus nowassmoss ■►oim G/LIl■ PANNE 11111001■ mmumm ON ■, me we of x...11 ► \����������■ BR�EN ,.. PQR'FER -:ww Jnl•T CON ULT02. - �A•IiANOrro . CALIFORNIA IIMNINOTCN . D. C. - NEWPOOVOK ww"M N•NO . N{VAOA - - JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: #9010 Jamboree Bridge 20" Prestressed Concrete Piles Casting Yard CONTRACTOR: Macco Company SPECIFIED STRENGTH, PSI: 5,000 psi at 28 days Cylinder No: 2880 2881 Mark No: PP -1 PP -2 Size: 6.0 "x12.0° Made by: M.A. Tingley Date cast: February 22, 1965 Date tested: March 1, 1965 Age of test, days: 7 days Max.load to destruction, lbs: 135,400 Compressive strength,psi: 4,790 REPORTS TO: • .JAY •. J. is Mf11 J. V. J. *PWTTI iwl LIONMD .0., 47-4 { a 2882 PP- 3 �T City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California Attention: Pat Dunigan - Public Works Division Respectfully submitted, PORTER, O'BRIEN & ARMSTRONQ r By: t. RCE . 1 , 35 + HJD/bd March 1, 1965 1.01 q WA INOTO" D.c. �. HMO • NEVADA JOB NO: PROJECT: SAMPLE FROM: ARCHITECT: CONTRACTOR: MIX: SPECIFIED STRENGTH, PSI: Cylinder No: Mark No: Size: Made by: Date cast: Date tested: Age of test, days: Max.load to destruction, lbs: Compressive strength,psi: Y2 Y' REPORT OF COMPRESSION TEST CONCRETE TEST CYLINDER X9010 Jamboree Bridge 20" Prestressed Concrete Piles Casting Yard Macco Company 5,000 psi at 28 days 2890 2891 6.o "x12.0" M. A. Tingley February 24, 1965 March 3, 1965 T days 103, 80o 3,6To 1 �A �1. J. /. _l.. K. 4. vadpW V. r.. *Pam L� , rWnNi,., K. si? -y i 2892 REPORTS TO: City of Newport Beach, 33DD Newport Boulevard, Newport Beach, California, j Attention: Mr. Pat Dunnigen - Public Works Division l RECEIVED HJD /ba OR 5 1965 .t pUgIIC rtiuKKS �EPTc 4 -.. . Respectfully submitted, _`-o °'7 PORTER, O'BRIEF & ARNWTONQ - A By: RCE No. 13,635 'f IN T0! City of Newport Beach di JOB NO, 9D�Q 3300 Newport Boulevard . Newport Beach, California r SUBJECT: Compaction Testing for the City of Newport Beach requested by Mr. Jerry Johnson on February 16, 1965 _ RECFIV, FEB 181 FIELD DENSITY MEASUREMENTS PUBLIC WORIA r Test Number 1 2 Trench Backfill Trench Backfill _ Station 72 + 05 Station 71 + 90 ' Test Location Jamboree Road Jamboree Road e 1.0' below grad 1.0' below grad - _° "DENSITY TEST Material ...........:............ Native SM Native SM -Fi Percent Moisture .............. 14.2 6.9 _ Dry Unit weight .................. 99;3 98.3 - - RELATIVE COMPACTION - Laboratory Test Method............ T180 -5T T180 -5T _ Standard Density — .PCF ............. 114.5 1114.5 Percent Relative Compaction........ 87,0 86.0 , "'• *,�'.. Required Compaction ............. 90 .0 90.0 Summary ...................... Does Not Oomply Does Not Comply REMARKS: ; `. • °:'_ y.♦-la Maximum Standard Density = 114.5 lbs./cu. ft. at 12% moisture a _(' UGC ✓ � PORTER OBRIEN a SYRO(ft .t