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Home My WebLink About3190; RANCHO SANTA FE ROAD; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 2004-05-2505/2q/2004 13:40 8587155810 TESTING ENGINEERS SD PAGE 2I11 'I V PHYMCALPROPERTWS OF ASPIIAL TIC CDNCRFT Date: May 25, 2004 Job No: 46703 Client: CFFY OF CARLSBAD Address: 5950 El Camino Real Carlsbad Ca 92008 c#o A Report No,. 6955 l DAWS ENGINEER: U ±North R 't * Lab No,: tRancho Project alignment and Widening Location: Carlsbad Ca Sampled: Date: 05 19/04 By: TESD Type of Material: SSPWC - C - AR4000 Submitted: Date: 0549104 By: TESD Source of Material: CCAC, Carr It Canyon Location Sampled: RSF sojithboind inside strip, final lift, Load #4 SIELEAN. AIMS A$MC11 Sieve % Passing Size Accumulative Scion In 5/4" too 100 1/2" 97 95-100 5/8" 82 72-88 NO.4 SI 46.60 8 39 28-42 16 28 30 20 15-27 50 13 10-20 tOO 9 200 5.7 0-7 L Teting Enghiecrs - U.S. 7895 convoy Court. Suilc 18 1. San Dicgo. Californij 02111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwidc PAGE U3111 05/2812004 13:40 8587155810 TESTING ENGINEERS SD Report No. 6955 TEST STANDARDS ARE ASTMm1c. rilhrwi %pi4fd) TEST - RESULT SPECIFICATION TEST STD ASPHALT CONTENT % D6307 %OF TOTAL MIX 5.6 % BY WT. OF AGGRECTATE 5.9 4.6-6.0 LAB COMPACTED UNIT WT., D1561 & PCF (HVEEM) 145.7 D2726 STABTLOMETFR VALUE 41 33 MN. D1560 THEORETICAL MAXIMUM D2041 DENSITY. PCP (RICE METHOD) VOIDS, MIX% D3203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). c. PAGE 04/11 05/28/2004 13:40 8587155810 0 TESTING ENGINEERS SD N Date: May 25. 2004 Job No: 46703 Client: CITY OF CARLSBAD Address: 5950 FJ Cámino Real Carlsbad Ca 92008 Report No.- 6956 No. .4m Ub.No.. 12189 %ar Project: Rancho Santa Fe North Realignment and Widening Location: Carlsbad Ca Sampled: Date: 05/19/04 By: TESD Type of Material: SSPWC - C2 - AR4000 Submitted: Date; 05/19104 By: TESD Source of Material: CCAC, Carroll Canyon Location Sampled: RSF southbound outside strip. Anal lift, Ste. 204+00. Load #27 S1RVFAAYS1SASTMcJ.3ft Sieve % Passing Size Accumulative Specification 3i4 100 10) 1/2" 96 95-100 3/8" 76 72-88 NO 4 47 46-60 8 35 28-42 16 25 30 18 15-27 50 12 10-20 tOO 8 200 5.4 0.7 Testing Engineers - U.S. Laboratories 7895 Convuy Court, Suite 18 ' Sein Dien. Calitiwnia 92111 • (8) 715-5800 • Fax: (158) 715-5810 A Offices Nationwide C 05/2812004 13:40 8587155810 TESTING ENGINEERS SD PAGE 05111 Report No. 6956 C ST RIANDARDS ARE.ASTM (unings nthcwic TFST RESULT - SPECIFICATION TEST STD ASPHALT CONTENT % D6307 % OF TOTAL MIX 5.2 % BY WT. OF AOGREGATE 5.5 4.6-6.0 LAB COMPACTED liMiT WT., D1561 & PCF (HVEEM) 144.7 D2726 STABILOMETER VALUE 41 33 MTN. D156() THEORETICAL MAXIMUM 'D2041 DENSITY, PCF (RICE METHOD) VOIDS, MIX % D3203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). C. 05/2/2804 13:40 8587155810 TESTINGENGINEERS SD PAGE 06/11 APN PRYICAL PROPPRTIPREIF ASP ALThICONCRETE Date: May 25, 2004 Job Nn: 46703 Client CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad Ca 92008 CftMICH#L NVIS Report No: 6957 * * ENGINEER: CHAD DAVIS. CIVIL ENGINEER CIVIL Ub No.: 12190 Project Rancho Santa Fe North Realignment and Widening Location: Carlsbad Ca Sampled: Date: 05119104 By: TESD Type of Material: SSPWC—C2--AR4000 Submitted: Date: 05119104 By: TESD Source of Material: CCAC, Carroll Canyon Location Sampled: RSF southbound outside strip, final lift, Ste. 219+00, Load #49 SIRVE ANAl YSTS ATM C16 Sieve % Passing _Size Accumulative Specification 314n 100 100 1/2" 96 95-100 3/8" 79 72-88 NO.4 50 46-60 8 36 28-42 16 26 30 19 15-27 50 13 10-20 100 9 200 5.6 0-7 •. Testing Engineers - U.S. Laboratories 71495 Convny Court, Suite IS • San 0iegn. Culifnrniu 92111 • (8514)715-5800 • Fax: (flSS) 715-5810 Offices Nationwide • 05/287204 13:40 8587155810 TESTING ENGINEERS SD PAGE 7l11 Report No. 6957 TEST STANDARI1ARR ATM (ti jcm nthcjMdrm sogGifiga RESULT SPECIFICATION TEST STD - TEST ASPHALT CONTENT % D6307 %OF TOTAL MIX 5.3 % BY WT. OF AGGREGATE 5.6 4.6-6.0 LAD COMPACTED UNIT WT., 1)1561 & PCF (HVEEM) 144.4 1)2726 STABILOMETER VALUE 41 33 MIN. 1)1560 THEORETICAL MAXIMUM D2041 DENSITY, PcP (RICE METHOD) VOIDS, Mix % 03203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). C @5/28f2004 13 40 8587155810 TESTING ENGINEERS SD PAGE 08/11 PHYSICAL PROPERTIES 1W APHAT TIC ('ç)NCRE Date: May 25. 2004 Jab No: 46703 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad Ca 92008 DAVIS Report No: CHAD DAVIS, L tMPENGINEIER ENGiNEER CIVIL Lab No 12191 Project: Rancho Santa Fe North Realignment and Widening Location: Carlsbad Ca Samplcd: Datc: 05/19/04 By: TESD Type of Material: SSPWC —C2 - AR4000 Submitted: Date: 05/19/04 By: TESD Source of Material: CCAC, Carroll Canyon Location Slmplcdi RS1 southbound center strip Sta. 194+50, Load #78 ---- SIEVE ANALYSIS AST1'A CA -M Sieve % Passing Sizc Accumulative Specification 3/4" 100 100 iir 98 95-100 3/111' 83 72-88 NO 4 50 46-60 8 34 28-42 16 25 30 18 15-27 50 12 10-20 IOU 8 200 5.0 0-7 'resting Engineers - U.S. Laburatorie 7,995 Ccrnvny (nnrt. Suite 18 • San l.)icgn, California 92111 • (958) 715-5800 • Pax: (858) 715.581(1 Offic.rc Nalionwtcic 85/2872004 13:40 8587155818 TESTING B4GINEERS SD PA 09/11 Report No. 6958 p tEST SI'ANnAR1.S ARE ASTM (vjnlP--,q, ôihe.rwi pcified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % D6307 % OF TOTAL MIX 5.3 % BY WE OF AGGREGATE 5.6 4.6-6.0 JAB COMPACTED UNIT WT., D1561 & PCF (HVEEM) 143.7 D2726 STABILOMETER VALUE 40 33 MIN. D1560 THEORETTCAL MAXIMUM D2041 DENSITY, PCF (RICE METHOD) VOIDS, MIX % D3203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTTON (MOVING AVERAGE LIMITS). c-s '05/2812004 13:40 8587155810 TESTING ENGINEERS SD PAGE 10/11 gr 14 ia C PI4YS1CAI, PROP1RTLES QE ASWALTTC 1N)NC'RET Date: May 25. 2004 Job No: 46703 Client: CITY OF CARLSBAD AddTcss: 5950FJ Camino Real Carlsbad Ca 92008 DAVIS Report No: FNGINEER- Ff AD D" CIVIL Lab Nol28 Project: Rancho Santa Pc North Realignment and Widening Location: Carlsbad Ca Sampled: Date: 05/20/04 By: TFSD Type of Material: SSPWC - B AR4000 Submitted: Date: 05/20104 By: TESD Source of Material: CCAC, Carroll Canyon Location Sampled: RSF LTD Ste. 11+50, inside snip, final lift, Load 15 SJEYJ AAI..Y1S STM C-136 S Sieve % Passing Size Accumulntivc Spccification S I" tOO - too 3/4" 99 87-100 1/2" 75 70-87 3/8" 64 55-76 NO. 4 46 35-52 8 32 22-40 16 23 . S. 30 17 8.24 50 12 5-18 Too 8 200 5.7 0-7 isting Engineers - U.S. Laboratories 71195 Convoy Court. Suite IS • San 1)iega, California 91 If • (858) 715-5800 • lax: (858) 715-5810 Offices Nationwide 05/20/2004 15:45 8587155810 TESTING ENGINEERS SD PAGE 02/06 Report No. 6947 ' H XEST STANflLRDS ARR AS31 (Lm1as nhlnrje specified) TEST RESULT SPECTFIdAT1oN TEST STD ASPHALT CONTEN'r% D6307 TOTAL Mix 5.6 % BY WI. OF AGGREGATE 5.9 4.6-6.0 LAB COMPACTED UNIT WT., D1561 & PCF (HVEEM) 145.1 D2726 STABILOMETER VALUE 41 33 MIN. D1560 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) D2041 VOIDS, MIx% D3203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). 05/20/2004 15:45 8587155810 TESTING ENGINEERS SD PAGE 03/06 Report No. 6948 C TPST STANDARDS ARF ASTM (unless nthir specified) TEST RESULT SPECIFICATIONj TEST STD ASPHALT CONTENT % D6307 % TOTAL MIX 5.5 % BY WT. OF AGGREGATE 5.8 4.6-6.0 LAB COMPACTED UNIT WT., D1561 & PCF (HVEEM) 144.6 D2726 STABILOMETER VALUE 40 33 MIN. D1560 THEORETICAL MAXTMUM DENSITY, PCF (RICE METHOD) .. D2041 VOIDS, MIX O/ • D3203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR . - PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS), - @5/20/2004 15:45 8587155810 TESTING ENGINEERS SD PAGE 04/06 Report No 6949 C . rEsT STAb1DART)S ARE ASTM InIP4s nthamWSV, qpAdfimi) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % D6307 % OF TOTAL MIX 5.3 % BY WT. OF AGGREGATE 5.6 4.6-6.0 LAB COMPACTED UNIT WT.. D1561 & PCF (}IVEEM) 144.1 D2726 STABILOMETER VALUE 42 33 MIN. D1560 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) D2041 VOIDS, MIX % D3203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). 05/20/2e04 15:45 8587155810 TESTING ENGINEERS SD PAGE @5/06 Report No. 6950 C 3:F-ST STNfli&RflS ARE ASTMrnIg thrjse sptci$ TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % D6307 %OF TOTAL MIX 5.7 % BY WT, OF AGGREGATE 6.0 4.6-6,0 LAB COMPACTED UNIT WT., D1561 & PCF (HVEEM) 145.4 02726 STABILOMETER VALUE 39 33 MIN. D1560 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) - 02041 VOIDS, MIX % D3203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). 05/20/204 15:45 858715581@ TESTING ENGINEERS SD FALit. eJb/Jb • Report No. 6951 •V • TEST S'rANJ)ARns ARE ATM Clinlus othimmisc sped&1) TEST RESULT SPECIFICATION TEST SW ASPHALT CONTENT % 06307 % TOTAL MIX 5.5 % BY WI. OF AGGREGATE 5.8 4.6-6.0 .. • LAB COMPACTED UNIT WT., D1561 & PCP (HVEEM) 142.5 D2726 S STABILOMETER VALUE 36 33 MIN, 01560 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 02041 VOIDS, MIX % D203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). V V V V V V V V V V V V • V V V : S 05/20/2004 15 38 8587155810 TESTING ENGINEERS SD PAGE 02/06 'V uVj PiTYSICAT. PPFRTT1SOFASPHALTTC Date: May 20, 2004 CONCRETE Job No: 46703 CITY OF CARLSBAD Address: 5950 El Camino Real ,' MOWL Carlsbad Ca 92008 DAVIS Report No: 6947 ENGINEER; CUA5Z CIVIL ENGINEER 124JIM5 Lab No,, 12174 Project: Rancho Santa Fe North Realignment and Widening Location: Rancho Santa Fc North Sampled: Date: 05/18/04 By: TESD Type of Material: SSPWC—C2—AR4000(i/2") •, Submitted: Date: 05/18/04 By: TESD Source of Material: CCAC, Carroll Canyon ( Location, Sampled I) Northbound Sta. 217+00 outside strip, final lift, Ld #8 Sieve 3'o Passing SIPVP ANALYSIS ASTM r1 1A Size Accumulative Specification - 1" 100 • 3/4" 100 100 1t2" 98 95-100 - • 3/8" 82 72-88 NO.4 51 46-60 8 37 2842 16 27 30 - 19 15-27 I 50 13 10-20 100 8 • 200 5.6 2-7 C- Testing Engineers - U.S. Laboratories 7895 Convoy (0flr1. Suite IS • San Diego. California 92111 • (858) 715-5800 ' F: (8581715,58 10 t'I Offices innwjdc 05/20/2004 15:38 8587155810 TESTING ENGINEERS SD D 7. Date: PHYSTCAT. PROPPRTIRS May 20, 2004 OF ASPJTAL11C CON(RFJE Job No: Client: 46703 CITY OF CARLSBAD Address: 5950 Camino Real Carlsbad Ca 92008 HAD u 1 Report No: 6948 DAVIS No'sm I .121IVS* Lab No.: 12175 Project; Rancho Santa Fe North Realignment and Widening Location; Rancho Santa Fe North Sampled: Date: 05/18/04 By: TESD Type of Material; SSPWC—C2— AR4000 (1/2") Submitted: Date: 05/18/04 By: TEST) Source of Material: CCAC, Carroll Canyon Location Sampled: 2) Northbound, Sta. 206+00 outside strip, final lift, Ld. #25 Sieve cIvpNA1YsTssrMr1 16 % Passing Size Accumulative Specification 1" 100 3/4" laO 100 1/2" 98 95-100 3/8" 83 72-88 NO.4 52 46-60 8 37 28-42 16 27 30 19 15.27 50 13 10.20 100 8 200 5.4 2-7 '&sting Engineers - U.S. Laboratories 7895 (unvny Ci'w-t, Sujic IS • San Diego. California 92111 • (558) 715-5800 • Fax; (858) 715-5810 Offices Nationwide PAGE 03/06 05/20/28041 15:38 8587155818 TESTING ENGINEERS SD. PAGE @4/06 "V's. C' to it Ck Report No: ENGINEER PHYSIC May 20, 2004 46703 CITY OF CARLSBAD I 5950 El Camino Real OAVIS Carlsbad Ca 92008 No. 599nj 6949 Fxp' CILENGINEER ' /05 Date: Job No: Client: Address: C Lab No.: 12176 Project: Rancho Santa Fe North Realignment and Widening I .ocation; Rancho Santa Fe North Sampled: Date: 05/18104 By: TESD Type of Material: SSPWC —C2 - AR4000 (1/2") Submitted: Date: 05/18/04 By: TESD Source of Material: CCAC, Carroll Canyon Location Sampled: 3) Northbound, Sta. 219+00 center strip, final lift, Ld. #46 SLFMENALXSJS.JSIM..CJifi Sieve 'Yo Passing Size Accumulative Specification - 1" 100 100 100 1/2' 96 95100 3/8" 82 72-88 NO. 4 50 46-60 8 36 ' 28-42 16 26 30 19 15-27 50 13 10-20 100 8 200 5.5 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Coin',. Suie T R • San Dicgn. Caliliirnin 92111 (858) 715-5800 Fax: (X58) 715-581() Offices Natjojiwjdu 05/20/2004 15:38 8587155810 TESTING ENGINEERS SD PAGE 05/06 1'I PHYSJCAE PROP1RTWS OF ASPTATTTC CQT4CRET Date: May 20, 2004 Job No; 46703 CITY OF CARLSBAD Address: 5950 El Camino Real DAVIS Carlsbad Ca 92008 ENGINEER: CHX ..EER\I V Lab No.: 12177 Project: Rancho Santa Fe North Realignment and Widening Location: Rancho Santa Fe North Sampled: Date- 05/18/04 By: TESD Type of Material: SSPWC - C2 - AR4000 (1t2") Submitted: Date: 05/18104 By: TESD Source of Material: CCAC, Carroll Canyon Location Sampled: 4) Northbound, Sta. 191+00 inside strip, final lift, IA. #69 SIEVE ANALYSIS ASTM (:flh Sicvc % Passing Size Accumulative Specification - 1 100 3/4" 100 100 1/2" 98 95-100 3/8k 86 72-88 NO. 4 55 46-60 8 40 28-42 16 28 30 20 .15-27 50 13 10-20 100 9 200 5.6 2-7 Testing Engineers - U.S. Laboratories 7995 Coiwny Couri, Suite IM • San Dicgo. Clifnrnia 92111 ' (859) 715-5800 • Fii: (858) 715-59 U) Ofriccs Natiunwidc C 05/20/2004 15:38 8587155810 TESTING ENGINEERS SD PAGE 06/06 PHYSICAL PROPRTWS OPASPHAIJ1C CONCRKTII Date: May 20, 2004 Job No: 46703 Client: CITY OF CARLSBAD M1Ct(qL As: 5950 El Camino Real DAVIS Carlsbad Ca 92008 No 6M Report No: 695 1-dw E* i2,21/06 ENGINEER CHAD c1VllEGlNEER CIVIL Lab No.: 12178 Project, Rancho Santa Fe North Realignment and Widening Location: Rancho Santa Fe North Sampled- Date: 05/18/04 By: TSD Type of Material: SSPWC - C2 - AR4000 (11211) Submitted: Date: 05/18/04 By: TESD Source of Material: CCAC, Carroll Canyon Location Sampled: 5) Southbound, Ste. 246+00 inside strip, final lift, U. #94 STRVP. ANALVSJS ASTM (1 ic Sieve % Passing Size Accumulative Specification 1" too 3/4" 100 100 1/2" 97 95-100 3/8" 84 72-88 NO.4 52 46-60 8 34 28-42 16 24 30 17 15-27 50 12 10-20 100 7 200 4.9 2-7 Tv-sting Engineers - U.S. Laboratories 7895 Convoy C'Llrt. Siiiie 18 • San Dicgo, C&fø,mia 92111 (53) 715-58(M) • 'Fax: (85) 715-5810 OfIiccs Nationwide C C 05/28/2084 @7:29 8587155810 TESTING ENGINEERS SD U 0 a " -lwI IMEERM — PAGE @2/07 PITYSAI PROPERTIES OF ASPHALTTC CflNCRFTR Datc: May 19, 2004 Job No: 46703 CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad Ca 92008 VIS Report Nu. 693 E*- ENGINEER; CIVIL ENGINEER CIVIL Lab No.: 12154 Project: Rancho Santa Pc North Realignment and Widening Location: Rancho Santa Fe North Sampled: Date: 05/17104 By: TESD Type of Material: SSPWC —13— AR4000 (w/RAP @ 15%) Submitted: Date: 05/17104 By: TESD Source of Material: CCAC, Carroll Canyon Location Sampled: Rancho Santa ?c southbound. 2d lift inside strip, Sta. 217+00 (Sample I) SJE-Vr1 ANALYSIS ASTM ('flJ Sieve % Passing Size Accumulative Specification I" 100 100 3/4' 99 87-100 1/211 82 70-87 3/8" 71 55.76 NO. 4 53 35-52 8 39 22-40 16 28 30 20 8.24 50 14 5-18 too 9 200 6.1 0-7 Testing Engineers - U.S. Laboratories 7895 Cnnvoy Court. Suite IS • San Diegu, CiIifornia 92111 • (58) 715-5800 • Fax: (958) 715-5111() Offices Nflinnwide C C- @5/2@/2@@4 @7:29 8587155810 TESTING ENGINEERS SD PAGE @3/@7 Report No. 6938 - TEST - RESULT SPECIFICATION TEST 511) ASPHALT CONTENT % D6307 %OF TOTAL MIX 5.0 % BY WT. OF AGGREGATE 5.3 LAB COMPACTED UNIT WT., 1)1561 & PCF (HVEEM) . .144.6 D2726 STABILOMETER VALUE .39 35 MIN. D1560 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) D2041 VOIDS, MIX % . D3203 . Falls outside of the spccificd limits for Class B. DOES NOT CONFORM TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). 05/20/2004 @7:29 8587155810 TESTING ENGINEERS SD PAGE 04/07 It IF min PcW.t1J PHYSICAl. PTIQYERTIES OF ASPIIAIfflC CONCRF71 Date: May 19. 2004 Job No: 46703 Chcnt: CITY OF CARLSBAD Address: 5950 LI Camino Real Carlsbad Ca 92008 CH4DMICHi DAVIS Report No- £JpJ3i/5* Lab No.: 12156 Prujcci Rancho Santa Fe North Realignment and Wi ening Location: Rancho Santa Fe North Sampled: Date: 05/37/04 By TRS1) Type of Material: SSPWC - B - AR4000 Submitted: Datu. 05/17/04 By: 1'ESD Source of Material: CCAC, Carroll Canyon Location Sampled: Long term detour, 2`4 lift Inside strip, Sta. 14+00 (Sample 3) SJEVP AN YSJ$ ASTM Cl Sicvc % Passing Size Accumulative Spccificatin 1" 100 100 99 87-100 1/2" 77 70-87 3/8° 61 55-76 NO. 4 43 35-52 8 31 22-40 16 22 30 16 8-24 50 II 5-IS tOO 7 200 5.0 0-7 Testing Engineers - U.S. Laboratories 7.995 Convoy Curt, Suitc 1$ ' San ri,go. California 92111 • (5S) 715-5800 • Fax: (.5) 715-5R 10 Officcs Nationwide 05/26/2004 07:29 8587155810. TESTING ENGINEERS SD PAGE 05/07 Report No. 6940 C 'rRc'r STAMD.BDS ARR ASTM (iin1cc TEST ntherwi.cjj RESULT SPECIFICATION TEST STT) ASPHALT CONTENT % D6307 % OF TOTAL MIX 4.9 % BY WT, OF AGGREGATE 5.2 4.5-5.8 LAB COMPACTED UNIT WT., D1561 & PCF (HVEEM) 144.7 D2726 SIABILOMETER VALUE 39 35 MIN. D1560 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) • D2041 VOIDS, MIX % D3203 CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). @5/20/2884 @7:29 8587155818 TESTING ENGINEERS SD PAGE 06/07 uv 1RO _lIIi_ PHYSICAl PROP1R11ES OF ASPIIAT TIC C()NCRETE t)ato: May 19.2(M Job No: 46703 CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad Ca 92008 CHAD MICHAEL Report No- 69)e39 NOL SM "I, FN CIVIL Lob No.: 12155 Project; Rancho Santa Fe North Realignment an ng Location: Rancho Santa Fe North Sampled: Data: 05/17/04 By: TESD Typo of Material: SSPWC— B —AR400() Submitted: Date: 05/17/04 By: TP.SI) Source of Material: CCAC. Carroll. Canyon Location Sampled: Rancho Santa Fe southbound, 2"" lift inside strip, Sta. 226+00 (Sample 2) SIEVE&L4ALY—S&ASIME136 Sieve % Passing Size Accumulativc Specification 1" 100 100 3/4" 97 87-100 1/2' 71 • 70-87 3/8" 59 • 55-76 NO. 4. 41 35-52 8 30 22-40 16 21 • . 30 15 F,24 50 II 3-18 100 7 200 4.7 ' 0-7 Testing Engineers - U.S. Laboratories 7895 Ccrnvipy Court. Suitc 18 • Sun Diego. Calift'rnia 92111 • (58) 715-5900 • Fax: ($511) 715-5810 Ottkus Nationwide 05/20/2004 07:29 8587155810 tESTING ENGINEERS SD PAGE 07/07 Report No. 6939 (71 TP,' STANDARDS ARE $JM(jnIes.c TEST nthrwis RESULT pedth'i1) SPECIFICATION TEST STD ASPHALT CONTENT % D6307 %OI TOTAL MIX . 4.7 % BY WT. OF AGGREGATE, 5.0 4.5-5.8 LAD COMPACTED UNIT WT., D156t & PCF (HVEEM) 1.44.7 D2726 STABILOMETER VALUE 40 35 MIN. D156() THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) D2041 VOIDS, MIX % D3203 CONFORMS TO CLASS B REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR ci. PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). C. 04/26/2884 15:55 8587155818 TESTING ENGINEERS SD PAGE @1/81 1 UJVEfl APR 2 7 2004 DUDEK & ASSOC. FIELD OFFICE PHYSICAL PR(WFRTWS OF ASPTTAI TIC CONCRET1IZ Date: April 23, 2004 Job No: 46703 WY OF CARLSBAD Address: 5950 El Camino Real Carlsbad Ca 92008 DA MOM1ftAEL 46. 5ft Report DDAcTVILENGINEER CIVIL Lab No.: 11774 Project: Rancho Santa Fe North Realignment & Widening Location: Carlsbad Ca Sampled: Date: 04/12/04 By: TESD Type of Material: SSPWC - B - AR4000 - Submitted: Date: 04/12104 By: TBSD Source of Material: CCAC, Carroll Canyon Location Sampled: Rancho Santa Fe north bound, Ste. 167+00 @ center strip - L' lift, load #22 SLEVF. ANAl YSIS STM Cl3tc Sieve % Passing Size Accumulative Specification I" 10) - . 100 3/4 99 87-100 1/2" 83 - 70-87 3/811 68 55-76 NO.4 47 35-52 8 34 22-40 16 25 30 18 8-24 50 13 5-18 100 8 200 5.5 0-7 Testing Engineers - U.S. Laboratories 7,495 Convey Ciitirl, Suitc IS • San Dico. Qilifornia 92111 • (858) 71-5110fl • Fax: (88) 715-551() OfFiccs Natioriwidc / C LI