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Home My WebLink About3667-13; 2006 PAVEMENT OVERLAY PROJECT; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 2006-10-18RECEIVED OCT 312006 Ctfl OF CARl SBAO 1iClNl FRI'%G 1)1 II%il'Nl -. PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date October 18 2.006 'JbbNb: 146082 Client: CITY OF CARLSBAD Address 5950 El Camino Real Carlsbad CA 92008 Report No 9637 NGINEER CARLOS ACERO CIVIL ENGINEER ENGINEER: Lab No 1846 Project 2006 Pavement Overlay Project Location Carlsbad CA Sampled Date 9/28/06 By TESD Type of Material 203-11. ARHIvI GG C (1/2") PG 6446 Submitted: Date: 9/28/06 By: TESD . . Source of Material Vulcan Carroll Canyon Location Sampled 300 S of CA55 1A on El Camino Real Nbnd #1 Lane Sample AC 54 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 •• • • 1/2 99 90-100 3/8 89 78-92 •'. N04 44* 2842 8. 30* 15-25 . . •. 16 • 20. • • . • • • • • 30 15 5-15 • 50 11 100 8 200 57 2-7 .• • Report No 9637 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION p TEST • STD. • ASPHALT CONTENT % 382 %OFTQTALMIX 78 %gy'Wt OF AGGREGATE 85 7587 LAB COMPACTED UNIT 304 & WT PCF (HVEEM) 1393 308 STABILOMETER VALUE 33 23 MIN 366 THEORETICAL MAXIMUM DENSITY PCF (RICE METHOD) 145 8 309 VOIDS MIX .% 4 5 376 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM GG C PG64 16 REQUIREMENTS, Section 203 113 of the Standard Specifications for Public Works Construction (Greenbook) • •. •• •• Report No 9638 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TtSTt RESULT SPECIFICATION' TEST .• •. - S •.. •. STD •, ASPHALT CONTENT % 382 %OFTOTALMIX 73 .%BYWT. OF AGGREGATE'!79 7587 LAB. ciMPCTED UNIT 304 & WT PCF (HVEEM) 1367 308 STALOMETER VALUE' 32. 23:MIN 366 5 . THEORETICAL MAXIMUM 0 :5: DENSITY PCF (RICE METHOD) 146.4 309 VOIDS MIX % 6 6 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM GG C PG64 16 REQUIREMENTS, Section 203 113 of the Standard Specifications for Public Works Construction (Greenbook) 7 RECE.IVE OCT 31OoJ EN1' PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date October 18, 2006 Job No 146082 Client CITY OF CARLSBAD Address 5950 El Camino Real Carlsbad, CA 92008 Report No 9639 ENGINEER CARLOS ACERO, CIVIL ENGINEER Lab No 1892 Project 2006 Pavement Overlay Project Location Carlsbad, CA Sampled Date 10/2/06 By TESD Type of Matenal 203-11 AR}HvI-GG C (1/2") PG 64-16 Submitted Date 10/2/06 By TESD Source of Material Vulcan Carroll Canyon Location Sampled Town Garden RD. E Turn Lane off El Camino Real, Nbnd, Sample AC-58 SIEVE ANALYSIS ASTM C136 4 Sieve % Passing Size Accumulative Specification 314" :100 1O0 ' 1/2" 99 90-100 3/8" 87 78-92 N04 45* 2842 8 24 15-25 16 16 30 1 it 515 50 7 100 5 200 30 2-7 , Report No 9639 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %o TOTAL MIX 7.1 .%BY WT. O .. AGGREGATE 76 75-87 LAB COMPACTED UNIT 304 & WT." PCF (HVEEM) 1362 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DEWSITY'PCF (RICE METHOD) 146.1 309 VOIDS, MIX % 6.8 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARIIM-CG-C PG64-16 REQUIREMENTS, Section 203-113 of the Standard Spècificatións for Public.Works Construction (Greenbook. ,.- . . ..:. KC CA PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date October 18 20.06 . Job No 146082 Client CITY OF CARLSBAD Address: 5950 El Camino Real S Carlsbad CA 92008 Report No 9640 ENGINEER CARLOS ACERO, CIVIL ENGINEER LabNo 1893 Project 2006 Pavement Overlay Project Location Carlsbad, CA Sampled Date:_10/2/06 By TESD Type of Matenal 203-11 ARHIvI GG-C (1/2") PG 64-16 Submitted Date 10/2/06 By TESD Source of Material Vulcan Carroll Canyon Location Sampled: 200' S. of.Cave Way #3 Lane, Nbnd, Sample 'AC-59 I.. SIEVE ANALYSIS ASTMC136 S S % Passing. .S Size Accumulative Specification 314" 100 100 1/2" 99 90-100 3/8" 85 78-92 5 NO 4 41 2842 8 22 15-25 .16 •:15 S 30 11 :5,451.1 S S • • so. • 7 • •• •, •• S loo. 5 .S S 200 36 2-7 S S • Report No. 9640 . . .: . TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST., . RESULT •. SPECIFICATION TEST . . . : ... • . . .STD . ASPHALT CONTENT %• . . 382 •. . •.•.• 6/.OF TOTAL MIX. 7.3 . . . . %BYWT..OF . . . . AGGREGATE •. 7.8 7.5-8.7 :.. LAB COMPACTED UNIT . . 304 8 WT, PCF (HVEEM) . •. 136.9 . . 308- •', STABILOMETER VALUE 26 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE . . . .. ••,.. • METHOD) •' •. 145.7 • • • • • 309 z. VOIDS, MIX % 60 3 6 367 CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11 3 of the Standard Specifications for Public Works Construction (Greenbook) L RING Fw PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date October 18, 2006 Job No 146082 Client CITY OF CARLSBAD Addess 5950 El Cammo Real Carlsbad, CA 92008 Report No 9641 ENGINEER CARLOS ACERO, CIVIL ENGINEER LabNo 1850 Project 2006 Pavement Overlay Project Location Carlsbad, CA Sampled Date..9/29/06 By TESD Type of Material 203-11 ARHM GG-C (1/2 ')PG 64-16 Submitted Date 9/29/06 By TESD Source of Material:.Vulcan Carroll Canyon Location Sampled 200' S m of Camino, Vida Roble, #12 Ln Nbnd, Sample AC-756 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 87 78-92 NO 4 44* 2842 8 23 15-25 16 16 30 12 515 50 9 100 6 200 42 2-7 & Report No 9641 14 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT ,% 382 % OF TOTAL MIX 75 %BYWT OF AGGREGATE 8.1 75-87 LAB COMPACTED UNIT 3.044 WT., PCF (HVEEM) 136.4 308 STABILOMETER VALUE 33 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.2 309 VOIDS, MIX % 6 7 3-6 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-113 of the Standard Specifications for Public Works Construction (Greenbook) Report No. 9642 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.7 % BY WT. OF AGGREGATE 8.4 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 136.1 308 STABILOMETER VALUE 29 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 143.6 309 VOIDS, MIX % 5.2 3-6 367 CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Report No 9568 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT •S1ECIFICATION TEST ASPHALT CONTENT % 382 %OF TOTAL Mix 7.5 .: %BYWT:OE AGGREGATE . 8:1 7.5-8.7 : LABCQMPAçTED UNIT . 304'& WT, PCF (HVEEM) '137.4 308 STABILOMETER VALUE .26 . •23MJN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 1462 309 0 VOIDS, Mlix % . 6.0 3-6 . 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-113 of the 0 T Standard Specifications for Public Works Construction (Greénbook) 0 .•• "-' ........0 0 . ...... 0 0 0 ............. .......... . .. •.:: REC:E°IVE ii OCT 3 12006 CITY OF CARLSBAD ENGINEERING DEPARTMENT CM&I DIVISION PHYSICAL PROPERTIESOF ASPHALTIC CONCRETE - -- Report No 9569 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.4 %BY WT. OF AGGREGATE 8.0 7.5-8.7 •• .1 IAB COMPACTED UNIT 304 & : • .WT., PCF(HVEEM) 137.7 308 STABILOMETER VALUE 27 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE • METHOD) • • • 146.4 • 309 • •. • VOIDS, MIX% 5.9 3-6 367 QN0T CONFORM TO SPECIFICATION. • DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-113 of the Standard Speèifications for Public Works Construétiofl (Greenboàk). • • : . •• • RECEIVED OCT iNG PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date October 10, 2006 V. Job No 146082 Client CITY OF CARLSBAD Address 5950 El Camino Real Carlsbad, CA 92008 Report No 9570 ENGINEER CARLOS ACERO, CIVIL ENGINEER LabNo 1831 Project 2006 Pavement Overlay Project Location Carlsbad, CA Sampled Date 9/27/06 By TESD Type of Material 203-11 ARHM GG C (1/2") PG 64-16; Submitted: Date: 9/27/06 By: TESD Source of Material Vulcan Carroll Canyon Location Sampled 100 S from Poinsettia Ln #1 Ln Sbnd, Sample AC-Si SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 1,99 90-100 3/8" 85 78-92 NO 4 45* 28-42 8 23 15-25 16 15 0 ii. 5-15 50 7 100 4 - 200 28 2-7 Report N6..9570 ( TEST STANDARDS ARE CALIFORNIA TEST METHODS (ufiless otherwise specified) TEST RESULT SPECIFICATION TEST 0 .STD.: . ASPHALT .,CONTENT % 382 % OF TOTAL MIX •73 •: . .' %BY WT. OF •. 0 AGGREGATE . . 7.9 . 7.5-8.7 .. 0 LAB COMPACTED UNIT 304.-& WT, PCF (HVEEM) 1364 308 STALOMETER VALUE 32 23 MIN.366 THEORETICAL MAXIMUM DENSITY PCF (RICE METHOD) 14.6 .6 309 VOIDS, MIX % . 70* . 3-• , : 367 •,. 0 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GG-C PG6446 REQUIREMENTS, Section 203-113 of the Standard Specifications for Public Works Construction (Greenbook) f - I .- R.EcEIV.EDI OCT 31 2006 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date October 10 2006 Job No 146082 11 Client;.. CITY:. OF.CARLSBAD Address 5950 El Cammo Real Carlsbad CA 92008 Report No 9571 ENGINEER CARLOS ACERO, CIVIL ENGINEER Lab No 1832 Project 2006 Pavement Overlay Project Location: Carlsbad CA ... Sampled Date 9/27/06 By TESD Type of Material 203-11 ARHM GG-C (1/2 ) PG 64-16 Submitted Date 9/27/06 By TESD Source of Material Vulcan Carroll Canyon Location Sampled El Camino Real & Swallow, #1 Ln Nbnd, Sample AC-52 , SIEVE ANALYSIS ASTM C136 . . . . Sieve % Pas mg Size Accumulative Specification 3/4 • •. ioo:•---- 1/2" 09 1_0 •• •• •-- . . . • 3/8" 86 78 92 NO.4 -40 .• . . 282 . • 8 22 15-25 16 15 30 11 5-15 50. 7 • • • .... 100 5 200 31 2-7 RoitNO. 9571 ,. •. ' •' " TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TET RESULT SPECIFICATION TEST : STD ASPHALT CONTENT % •. . ... .. ' 382 . S %'O TOTAL MIX • 74 ' S. . . 5' .5 %BYWT OF AGGREGATE . 7.9 . 7.5-87 . LAB, COMPACTED UNIT ..' . 304 & WT.,PCF(HVEEM) .137.0 .. . . . . 308 ' STABILOMETER VALUE 29 23 MIN 366 THiEoRETICALMAXIMUM - .......5 DENSITY, PCF (RICE METHOD) 145.9 . . • 309 VOIDS, MIX .% 6.1* 3-6 ' 367 . * DOES NOT CONFORM TO SPECIFICATION DOES.'NOTCONFORM'TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for PubIi Works Construction (Greenbook) - ..• • . .5 . . S ' - 5' RECEIVED. OCT31.2OO6 "IT PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date October 10 2006 Job:No: 146082 Client CITY OF CARLSBAD Adthess: 5950 E1çamino Real ... : . Carlsbad, CA 92008 Report No 9572 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No 1833 Project 2006 Pavement Overlay Project Location Carlsbad, CA Sampled'Date:.9/27/06 By TESD Type of-Material: 2O31 1 ARHM-GG-C (1/2") PG 64-1.6 Silmitted: Date: 9/27/06 . By: TESD :.-. Source U.Nfateriaii Vulcan Carroll Canyon Location Sampled Quail & El Camino Real, #3 Ln Nbnd, Sample AC-5 3 SIEVE ANALYSIS ASTM C 13 Sieve % Passmg Size Acumulative Specification 3/4" 1db • 1001-11 1/2" 99 90-100. 3/8" 819 . 78-92 . .. . .. .. NO 4 45'* 28-42 8 24 1525 16 15. 30 11 515 50 . 8 .100. , . . . .'. 200 39 2-7 -------------------------------------------- % OF TOTAL MIX 7.3 . . . %BY WT. OF AGGREGATE 79 75-87 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) ',137.6 308 STABILOMETER VALUE 20* 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOLc) 1467 309 VOIDS, MIX % 6.6 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARIIM-GG-C PG64-16 REQUIREMENTS, Section 203-113 of the Standard Specifications for Public Works Construction (Greenbook) 1 PHYSICAUPROPERTIES OFASPHAiflCCONCRETE Report No 9537 TESTSTANDARDS ARE.CALIFORNIA TEST METHODS(unIess otherwise specified) '• :••• •••• TEST •. RESULT SPECIFICATION •• ,•.. .TEST •. STD ASPHALT CONTENT % 382 % OF TOTAL MIX 68 % BY, WTOF AGGREGATE 73 * 75 87 LAB COMPACTED UI'41T 304 & WT, PCF (HVEEM) 1362 308 STABILOMETER VALUE 32 23 MIN 366 A THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 1467 309 VOIDS, MIX % 7.2 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11 3of the Standard Specifications for Public Works Construction (Greenbook) • •• '• • • PH I YSICAL PROPERTIES OF ASPHALTIC CONCRETE Report N6.9538 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT .%.. 382 % OF TOTAL MIX 75 %BY WT. OF : AGGREGATE 8.1 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 1384 308 STABILOMETER VALUE 30 23 MIN..366 THEORETICAL MAXIMUM -DENSITY, PCF (RICE. METHOD) 1462 309 VOIDS, MIX % 5.3 3-6 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-113 of the Standard Specifications for Public Works Construction (Greenbook) iHvsIcAL:PRoPERTiEs OF ASP FIALTIC CCNGRETE Rçport No.. 9539. .. TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT 0o1,. .. .382 % TOTAL MIX 7.4 . •:. ... ;. . %BY WT. OF ... . . . . . AGGREGATE 8.0 7.5-8:7: :.. LAB COMPACTED UNIT 304 & WT;,PCF(HVEEM) . 137.8 . . . . .. 308 STABILOMETER VALUE 37 23-MIN. . 366 THEORETICAL MAXIMUM . ,. . . .. DENSITY, PCF (RICE . . ... . . METHOD): . •:. :146.5 . •. . 309 VOIDS, MIX % . 59 . 3-6 ••••. 367 •.,. * NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GC-C PG64-16 REQUIREMENTS, Section 203-113 of the Standard Specifications for Public Works Construction (Greenbook) Report No 9540 TEST STANDARDS ARE CALIFORNIA TEST METHODS'(unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %.OF TOTAL MIX 7.3 ., .. .., %BYWT:OF H . AGGREGATE 79 75-87 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 135.9 308 STABILOMETER VALUE 32 23 MIN 366 THEORETICAL MAXIMUM . DENSITY, PCF (RICE METHOD) 1463 309 VOIDS, MIX % 7 I * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-113 of the StandardSpecifications for Public Works Construction.(Greenbook). . . . .. . . . :. PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Report No 9541 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST . . RESULT SPECIFICATION TEST .. . ;. :..STD,. . ASPHALT CONTENT % 382 % OFTOPAL MIX 7.6 . . % BY WT OF AGGREGATE .8.2 7.5-8.7 . LAB COMPACTED UNIT 304,& WT, PCF (HVEEM) 138.8 308 STABILOMETER VALUE 32 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE . .. .. . ... ....... METHOD) . 145.8 .. . 309 . .. ... . VOIDS, MIX % .4 3-6 .8 367 CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11 3 of the Standard Specifications for Public Works Construction (Greenbook) RECEIVED OCT 3 1'. t2006 C Ty ENGINE CNIM PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 5, 2006 Job No:: 146082 .. . Client: CITY OF CARLSBAD Address: 5950 El Camino Rial Carlsbad, CA 92008 . :Report,.No: . 9542 . . .. ENGINEER:. •çARLOSACERO,.CIVIL ENGINEER . . Lab No.: 1823 . . Project: .2006 Payement Overlay Poject . Location Carlsbad, CA Sámpl&1: Date: .9/25/06 .. By: TESD . Type of Material: 203-11 ARHM-GGC (112") PG. 64-16. - Subthitted: Date: .9/27/06 By: TESD ..................................... Source of Material Vulcan Carroll Canyon Location Sampled 6221 El Cammo Real, #2 Lane, Sbnd Sample AC-47 --------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 1/2" 100 •90-100 S. • S. 3/8" 81 78-92 NO. .4 .43 * . 2842 . . . . . . 8 23 15-25 16 15'. • . . . .• .: S S 30 11 515 50 7' • . . S 100 . • •, S.. 55 - .5 '.. 200 345 . • 27 Report Nó.9542 S TEST STANDARDS ARE CALIFORNIA TEST METHODS',_,(unless othewise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 OF TOTAL MIX 7.3 . : . . %BY WT. OF • . . • AGGREGATE 7.9 7.5-8.7 . . . LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 136.7 . . 308. S STABILOMETER VALUE • 29 23 MIN. . • .. 366 THEORETICAL MAXIMUM • S • .5 . S • • 5' : DENSITY, PCF RICE 5 . . METHOD) 146.0 . • • 309 . . . VOIDS, MIx% 6.4 * 3-6 367 • * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-113 of the Standard Specifications for Public Works Construction (Greenbook) PHYSICAL PROPERTIES OFASPHALTIC CONCRETE • • - ,• .,. • - •-- •. c.;.. . -..,c.. : .. . .•. ç.. Report No 9543 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT ,%, 382 .. ; % OF -'TOTAL MIX 70 . . %BYWTOF AGGREGATE 75 7587 r LABCOMPACTED UNIT . 304.&.-.. WT., PCF (HVEEM) 135.6 308 STABILOMETER VALUE 33 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PF (RICE • . METHOD) • .... 146.9 . 309 :. • VOIDS, MIX % 7 7 * 3-6 ID 367 *,.DOES. NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARIIM-GG-C PG64-16 REQUIREMENTS, Section 203-113 of the Standard Specifications for Public Works Constructin (Greenbook) 3 £ Date: PHYSI OF October 2, 2006 KICEJVED ECT 2006 CITY Of CARISIMI) ENGINI:F:RJNG CM&I DIVISpne Job No: Client: Address: Report No: ENGINEER 146082 CITY OF CARLSBAD 5950 El Camino Real Carlsbad, CA 92008 9460 REVISED 9-22-06 CARLOS ACERO, CIVIL ENGINEER Lab No.: 1635 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/8/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/8/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 3043 Harding Ave, Middle Pull, Sample AC-19 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4' 100 100 1/2" 98 90-100 3/8" 77 78-92 NO.4 35 28-42 8 21 15-25 16 15 30 11 5-15 50 8 100 6 200 3.8 2-7 Testing Engineers San Diego, Inc. A Bureau Verita.c Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9460 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.2 % BY WT. OF AGGREGATE 7.8 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.5 308 STABILOMETER VALUE 33 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.3 309 VOIDS, MIX % 6.0 3-6 367 REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. CONFORMS TO ARHM-GC-C PC64-I6 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com CD RECEIVED 26 -I OCT 42006 CITY OF CARLSBAD PHYSICAL PROPERTIES OF ASPHALTIC CO1 CRETE CTIW DIVISION Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9461 REVISED 9-22-06 J— 4— ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1636 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/8/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/8/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Magnolia & Jefferson, Sample AC-20 ----------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 100 90-100 3/8" 86 78-92 NO. 4 42 28-42 8 23 15-25 16 16 30 13 5-15 50 9 100 7 200 5.0 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauverftas.com Report No. 9461 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.8 % BY WT. OF AGGREGATE 8.5 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 138.6 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.5 309 VOIDS, MIX % 4.7 3-6 367 REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. CONFORMS TO ARHM-GC-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Far (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com -: 0 ~'~ CD W 1828 OCT ~4 2006 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9462 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1637 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/8/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/8/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Madison & Magnolia, Sample AC-21 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 84 78-92 NO.4 41 28-42 8 20 15-25 16 14 30 10 5-15 50 7 100 5 200 3.0 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9462 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 6.9 % BY WT. OF AGGREGATE 7.4 * 7,5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 135.8 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.3 309 VOIDS, MIX % 7.2 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com PRO CCON Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9463 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER RECEIVED 2006OCT 4 (AT N c),. ARI.SIiAi) Er'GiNEFHiNC i)IJAkrMrNr Divisu). Lab No.: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: 1685 2006 Pavement Overlay Project Carlsbad, CA Date: 9/11/06 By: TESD 203-11 ARHM-GG-C (1/2") PG 64-16 Date: 9/11/06 By: TESD Vulcan Carroll Canyon Carlsbad Village Drive Southeast Bound Lane, 300' from El Camino Real, Sample AC-22 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 100 90-100 3/8' 85 78-92 NO. 4 40 28-42 8 23 15-25 16 16 30 12 5-15 50 8 100 5 200 3.2 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax: (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9463 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.4 % BY WT. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 135.8 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.1 309 VOIDS, MIX % 7.0 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. DOES NOT CONFORM TO ARHM-GG-C PC64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Far (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com RECEIVED OCT 4 2006 SICAL PROPER] Co ET(;INEERtG EI'AR1t.,r Date: October 2, 2006 (•M&I DIVISION Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9464 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER 44 Lab No.: 1686 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/11/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/11/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Carlsbad Village Drive Northwest Bound Lane, 500' from Donna, Sample AC-23 --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 82 78-92 NO. 4 34 28-42 8 22 15-25 16 16 30 12 5-15 50 8 100 6 200 3.9 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9464 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.4 % BY WT. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.7 308 STABILOMETER VALUE 35 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.2 309 VOIDS, MIX % 5.8 3-6 367 REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritac Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax: (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com I RECEIVED LOCT 4 2006 (FEY OF (ARISHAI) ' W (; :RI oi: PAR I j .Ic.t&i DI\IN:o\ Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9465 REVISED 9-22-06 ENGINEER: CAR-LOS ACERO, CIVIL ENGINEER Lab No.: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: 1687 2006 Pavement Overlay Project Carlsbad, CA Date: 9/11/06 By: TESD 203-11 ARHM-GG-C (1/2") PG 64-16 Date: 9/11/06 By: TESD Vulcan Carroll Canyon Carlsbad Village Drive & Celinda Southwest Bound Lane, Sample AC-24 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 85 78-92 NO. 4 43 * 28-42 8 23 15-25 16 17 30 13 5-15 50 9 100 6 200 3.5 2-7 Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Far (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9465 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.4 % BY WT. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 136.5 308 STABILOMETER VALUE 23 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.3 309 VOIDS, MIX % 6.7 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fac (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com 'p. RECEIVED OCT 42OOj (ITV OF (AkiSliAl) DEPARTMENT - (M&I DIVISION V F A I TA S PHYSICAL PROPERTIES OF ASPHALTI( Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9468 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1708 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/12/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/12/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Carlsbad Village Drive & Monreo Street Southeast Bound Lane, Sample AC-25 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2' 97 90-100 3/8" 90 78-92 NO. 4 45 * 28-42 8 24 15-25 16 16 30 12 5-15 50 8 100 6 200 3.7 2-7 Testing Engineers San Diego, Inc. A Bureau Veritac Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax: (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9468 I VERITAS TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.4 % BY WT. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.6 308 STABILOMETER VALUE 28 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.5 309 VOIDS, MIX % 6.1 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. DOES NOT CONFORM TO ARHM-GG-C PG64-I6 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com I,.t) V. 26 PHYSICAL PROPERTIES OF ASPHALTIC ( Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9469 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1709 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/12/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PC 64-16 Submitted: Date: 9/12/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: ------------------------------------------------------------------------------------------------------------ Carlsbad Village Drive midway between Valley & Monreo @ Flashing Light, Sample AC-26 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2' 98 90-100 3/8" 75 * 78-92 NO. 4 39 28-42 8 24 15-25 16 17 30 13 5-15 50 9 100 6 200 4.0 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9469 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.0 % BY WI. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 137.8 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.6 309 VOIDS, MIX % 6.0 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. DOES NOT CONFORM TO ARHM-GG-C PC64-I6 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax: (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com RECEIVED OCT 4 2006 OFENG IN ( VIR R I NYF 'sl sl&I I)I\ ISIO\ PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9470 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No. Project Location Sampled Type of Material Submitted Source of Material Location Sampled 1710 2006 Pavement Overlay Project Carlsbad, CA Date: 9/12/06 By: TESD 203-11 ARHM-GG-C (1/2") PG 64-16 Date: 9/12/06 By: TESD Vulcan Carroll Canyon Carlsbad Village Drive Southwest Bound Lane, 300' West of Donna Drive, Sample AC-27 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2' 99 90-100 3/8" 84 78-92 NO. 4 45 * 28-42 8 27* 15-25 16 19 30 15 5-15 50 10 100 7 200 4.8 2-7 Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com - foA\ 9 Report No. 9470 (c 1828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.5 % BY WT. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 139.8 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.9 309 VOIDS, MIX % 4.2 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. DOES NOT CONFORM TO ARHM-GG-C PG64-I6 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com RECEIVED OCT 42006 F ASPHALTIC CONCR}T ()I. (ARLSBAD 1 (.I&I I)l l'ON Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9476 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1754 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/13/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PC 64-16 Submitted: Date: 9/13/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Carlsbad Village Drive & Valley Southeast Bound Lane, Sample AC-28 --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 84 78-92 NO.4 38 28-42 8 22 15-25 16 16 30 12 5-15 50 8 100 5 200 3.6 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9476 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.0 % BY WI. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 138.8 308 STABILOMETER VALUE 23 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.5 309 VOIDS, MIX % 4.6 3-6 367 REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com RECEIVED OCT 4 2006] (Iry OF (AR!SBAI) £N(;INIIkl.(, I)FrARTlF'cr ('.l&I DIVISION PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: Job No: Client: Address Report No: ENGINEER October 2, 2006 146082 CITY OF CARLSBAD 5950 El Camino Real Carlsbad, CA 92008 9477 REVISED 9-22-06 CARLOS ACERO, CIVIL ENGINEER Lab No.: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: 1755 2006 Pavement Overlay Project Carlsbad, CA Date: 9/13/06 By: TESD 203-11 ARHM-GG-C (1/2") PG 64-16 Date: 9/13/06 By: TESD Vulcan Carroll Canyon 200' East of Highland on Carlsbad Village Drive Northeast Bound Lane, Sample AC-29 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2' 99 90-100 3/8" 84 78-92 NO. 4 42 28-42 8 23 15-25 16 16 30 12 5-15 50 8 100 6 200 3.9 2-7 Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bweauveijtas.com 47 Report No. 9477 18026 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.4 % BY WT. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.3 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.9 309 VOIDS, MIX % 5.9 3-6 367 REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Creenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com RECEIVED [0cT -4 2006 (Tr N' OF CARlSBAD ENGINEERING l)lPAwrMENr - CM&l L)l\iSlO PHYSICAL PRO Date: October 2, 2006 Job No: Client: Address: Report No: ENGINEER 146082 CITY OF CARLSBAD 5950 El Camino Real Carlsbad, CA 92008 9478 REVISED 9-22-06 CARLOS ACERO, CIVIL ENGINEER Lab No.: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: 1756 2006 Pavement Overlay Project Carlsbad, CA Date: 9/13/06 By: TESD 203-11 ARHM-GG-C (1/2") PG 64-16 Date: 9/13/06 By: TESD Vulcan Carroll Canyon 1250 Carlsbad Village Drive Southwest Bound Lane, Sample AC-30 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 84 78-92 NO.4 40 28-42 8 24 15-25 16 17 30 13 5-15 50 9 100 6 200 4.5 2-7 Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9478 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.2 % BY WT. OF AGGREGATE 7.8 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 139.4 308 STABILOMETER VALUE 28 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.4 309 VOIDS, MIX % 4.8 3-6 367 REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. CONFORMS TO ARHM-GC-C PG64-I6 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com RECEIVED OCT 4 2006] CITY OF CA _ LSHAD ErCINI:I:RIrj I)F:PARI1r (M&I DIVISION 1'HYSICAL 1'KUYEKIILS UI ASYt1AL11 1'KJ1L Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9488 4— ENGINEER: CARLOS ACERO, CIVIL ENGINEER LabNo.: 1743 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/15/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/15/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 1450 Buena Vista Way - Sample # AC35 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 85 78-92 NO.4 37 28-42 8 21 15-25 16 14 30 II 5-IS 50 8 100 5 200 3.4 2-7 Testing Engineers San Diego, Inc. A Bureau Verita.c Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com ftIR'ia4 Report No. 9488 7828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT% 382 % TOTAL MIX 7.4 % BY WT. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.4 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.4 309 VOIDS, MIX % 5.5 3-6 367 CONFORMSY TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com ', (t RECEiVED. '82 EVE f _ I - OCT 4 2006 PHYSICAL PROPERTIES OF ASPHALTIC CONCRE-1EL!"' Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9506 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1725 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/14/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/14/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 3085 Monroe - Southbound Lane - Sample ##31 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4 100 100 1/2" 99 90-100 3/8" 83 78-92 NO. 4 47 * 28-42 8 31 * 15-25 16 21 30 16* 5-15 50 II 100 7 200 4.4 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9506 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.7 % BY WT. OF AGGREGATE 8.3 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 139.8 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.8 309 VOIDS, MIX % 4.1 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax: (858 715-5810 San Diego, CA 92111 wwus.bureauverjtas.com PROPER 'HALTIC €0. RECEIVF OCT . 4 2006 (11 EN;s. o (ARISBA1) INi Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9510 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1726 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/14/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/14/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 1226 Laguna Drive Southbound Lane - Sample #32 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 83 78-92 NO.4 38 28-42 8 22 15-25 16 16 30 12 5-15 50 9 100 6 200 3.7 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 wwwus.bureauveritas.com Report No. 9418 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.2 % BY WT. OF AGGREGATE 7.8 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.0 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.1 309 VOIDS, MIX % 5.5 3-6 367 CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9511 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1727 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/14/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/14/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Elmwood Drive & Highland - Ctr. Pull - Sample #33 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2' 100 90-100 3/8" 89 78-92 NO.4 49 28-42 8 26* 15-25 16 17 30 13 5-15 50 9 100 6 200 3.7 2-7 Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Up M Report No. 9511 1828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.9 % BY WT. OF AGGREGATE 8.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.8 308 STABILOMETER VALUE 35 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 144.8 309 VOIDS, MIX % 4.8 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-I6 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com RECEIVED L C OCT 2006 CU V OF AHLSBAI) (htI UVISR)N - PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9512 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1779 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/20/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/20/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 205 1 Janis Way - Sample # 36 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 77 78-92 NO.4 40 28-42 8 24 15-25 16 16 30 12 5-15 50 8 100 5 200 3.4 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com 4....' Report No. 9512 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.3 % BY WT. OF AGGREGATE 7.9 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.7 308 STABILOMETER VALUE 32 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.6 309 VOIDS, MIX % 5.4 3-6 367 CONFORMS TO ARHM-GG-C PG64-I6 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Creenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Date October 2 2006 Job No 146082 Client CITY OF CARLSBAD Address:: 5950 El Camino Real Carlsbad CA 92008 Report No: 9513 .. ENGINEER CARLOS ACERO CIVIL ENGINEER Lab No 1780 Project 2006 Pavement Overlay Project Location Carlsbad, CA Sampled Date 9/20/06 By TESD Type of Material 203-11 ARHM GG C (1/2 ) PG 64-16 Submitted Date 9/20/06 By TESD Source of Material'Vulcan Carroll Canyon Location Sampled 50'.South of Chestnut on Highland - S Bound Ln - Sample #37 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 .1/2", . . 90 90-100. . 3/8" 80 78-92 NO. 4 37 . 28-42 . . 8 21 1525 16 15 :i 55 50 8 100 5 .200 . 2T7 : . . Report No 9513 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST . RESULT SPECIFICATIOI •. TEST —STD-.- ASPHALT CONTENT % 32 . % TOTAL MIX 7.2 . •. •.•• %BYWTOF . AGGREGATE 78 7587 0 LAB-COMPACTED UNIT . . :.304 'WT., PCF (HVEEM) 13.8.1 . ... . 08 STABILOMETER VALUE 31 . 23 MIN. ,. 3. . S THEORETICAL MAXIMUM DENSITY, PCF (RICE . .. . . METHOD) 146.0 . . . 309 VOIDS, MIX % 5A 3-6 367 CONFORMS TO ARHM-GG-C P66446 REQUIREMENTS, Section 20341 3 of the Standard Specifications for Public Works Construction (Greenbook) PHYSICAL PROPERTIES OF ASPHALTIC Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9514 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1795 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/19/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/19/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2010 Kaveen - Sample #38 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2' 99 90-100 3/8" 79 78-92 NO.4 39 28-42 8 22 15-25 16 15 30 11 5-15 50 7 100 4 200 2.8 2-7 Testing Engineers San Diego, Inc. A Bureau Verita.c Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9514 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OFTOTAL MIX 7.0 % BY WT. OF AGGREGATE 7.5 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.8 308 STABILOMETER VALUE 32 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.5 309 VOIDS, MIX % 5.9 3-6 367 CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Creenbook). Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com ,U DECEIV 1) 1828 INNER _ / OCT 4 2006 L Gc -SH AD PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9515 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1796 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/19/06 By: TESD Type of Material: 203-I1 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/19/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 1551 Basewood - East Bound Lane - Sample #39 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 82 78-92 NO. 4 43 * 28-42 8 27* 15-25 16 19 30 15 5-15 50 10 100 7 200 4.6 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 wwus.bureauveritas.com Report No. 9515 VERITAS TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.5 % BY WT. OF AGGREGATE 8.1 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 142.0 308 STABILOMETER VALUE 29 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.4 309 VOIDS, MIX % 3.0 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-CG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com 1IVED 182B L1 4 2006 :-' ENG ftCITY')•Ak I.SBA Ii Cr"' DIVISION PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE .7. Date: Job No: Client: Address: Report No: ENGINEER: October 2, 2006 146082 CITY OF CARLSBAD 5950 El Camino Real Carlsbad, CA 92008 9516 CARLOS ACERO, CIVIL ENGINEER Lab No.: 1797 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/20/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/20/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2630 Davis Place - Sample #40 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 100 90-100 3/8" 87 78-92 NO. 4 43 * 28-42 8 23 15-25 16 16 30 12 5-15 50 9 100 6 200 3.9 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9516 I VERITAS TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.4 % BY WI. OF AGGREGATE 8.0 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 137.0 308 STABILOMETER VALUE 22 * 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.5 309 VOIDS, MIX % 5.8 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GC-C PG64-I6 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax: (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com C1 C-).) 18028 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 2, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9517 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1798 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/20/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/20/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 930 Knowles - Sample #41 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4' 100 100 1/2" 99 90-100 3/8" 88 78-92 NO. 4 49 * 28-42 8 26 15-25 16 17 30 12 5-15 50 8 100 5 200 3.6 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858715-5810 San Diego, CA 92 111 www.us.bureauveritas.com 4 Report No. 9517 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.7 % BY WT. OF AGGREGATE 8.3 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF(HVEEM) 136.9 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.6 309 VOIDS, MIX % 6.0 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com - 1ECEIVED E.i 2006 CITY OF CARLSUAI) E4(;INI1kIG DEPARTMENT CM& I I) IV IS ION PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 22, 2006 . . - Job No: 38106446082.00 . Client--.CITY OF CARLSBAD . ...Address: .Address: . BuiIdingDëpartment :5950E1ci6Real. Carlsbad, CA 92008 . .. Reoit'No: 9382 REVISED 9-22-06 . ENGINEER: CARLOS ACERO, CIVIL ENGINEER •. / 11 äb No.: 1539 . :1 Location Carlsbad, CA Sáiflel ...Date:. I 8/28I6 By:. TESD Type of Material 203-11 ARHM GG C (1/2 ) PG 64-16 Submitted Date 8/28/06 By TESD Source of Material: Viilcan Carroll Canyon Location: Sampled: . Tamarack &Alder— West-bound Sample AC-I Report No 9382 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST :RESULT SPECIFICATION •. TEST .. STD ASPHALT CONTENT % 382 TOTAL MIX 6.9 .. %BY WT. OF AGGREGATE 7.5 . 7.54.7 ................ .• LAB COMPACTED UNIT 304& WT, PCF (HVEEM) 137.4 308 STABILOMETER VALUE 27 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE . :•• • . •• METHOD) 146.3 • . . •. . '. . 309 : VOIDS, MIX % 6.1 * • 36 .: . 367 * Does not'c6riform to specification. •. :. .• .) • REVISED COPY - REVISION IS IN BOLD. AND UNDIRtJNED. • • •. : •• DOES NOT CONFORM TO ARI-IM-GG-CREQUIREMENTS OF SECTION 203-112 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C \ t CEIVED OCT 3 1 2006 E PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date September 22, 2006 JobN:, 38106146082.00 Client CITY OF CARLSBAD Address: Building Departthent 5950 El Camino Real" Carlsbad, CA 92008 Report No 9383 REVISED 9-22-06 ENGINEER CARLOS ACERO CIVIL ENGINEER' Lab No 1540 Location Carlsbad, CA Sampled Date 8/28/06 By: 'TESD TypeOf Material: 20341 ARHM-GG-C (1/2") PG 6446 Submited: Date: 8/28/06 By: TESD . Source ofMaterial: Vulcan Carroll Canyon . Location Sampled 1130 Tamarack - West bound Lane// Sample AC 2 SIEVE ANALYSIS ASTMC136 - Sieve % Passing Size Accwnulative Specification 3/4" 100 . 100 . . 1/2" 99 90-100 3/8" 80 78-92 S NO 4 51 * 2842 8 32 . ,.. 15-25 16 22 30 - 16* . 5-15. 5 .. .,. •. 50 .1 100 7 S .. . S. 200 - 4.3 •' 2-7 - - ------ Report No 9383 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST ASPHALT CONTENT % 382 % OF:TOTAL MIX 7.2 . %BY WT. OF . AGGREGATE. . 7.7 7.5-8.7 . LAB COMPACTED UNIT. . . 304 &: Wt., PCF (HVEEM) 139.9 308 STABILOMETER VALUE 30 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE .. METHOD) 1465 309 VOIDS, MIX % 4.5 3-6 367 * Does not coflform to speification. 0 : REVISED COPY -REVISION IS IN BOLD AND UNDERLINED DOES NOT CONFORM TO V2" ARHM-GG-C REQUIREMENTS OF SECTION 203-112 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 0• . I PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 15, 2006 . .. Job No: 38106-146082.00 Client CITY OF CARLSBAD '• Address:. Building Department 0 - -' .5950 El Camino Real 0 0 Carlsbad, CA 92008 " 0 '. Report No: 9393 - •. . 0 '_ :. 0 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1561 Project: 2006 PavemeM Overlay Proj ëct Location Carlsbad, CA 0 Sampled: Date: .0 0.8/29/06 By: TESD Type of Material: 20341 A.RHM-GG-C (1/2") PG 64-10 Submitted: Date: 8/29/06 By: TESD ,,, . :' 0 0 0 0 Source of Matenal Vulcan Carroll Canyon Location Sampled: 3926 Highland, Sample 4-AC O _ SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 •16O'" .. 0 0 0 0 ........ 1/2" 99 90-100 :. . 0 0' 3/8" 82 78-92 0 ,NO.-,4 • 42 . 0 28-42 ' • , • : , , 0 ... 0 0 8 24 15-25 16 16 0 ' 30 12 0 ,.5-15 ,;.; . 0 • 0 50 8 100 5 • : ' 0 , 0, .: 0 O 200 3.0 •0 , 0 0 ,, Jesting igrnters - Sin Diego, Inc. Bui''.': ',•io.;. . 0 '';::: 5) .5'')U •0 J . (I. ct. Suj; : . 0 o• F;i.'t: "IS.SXIO. 00' '00 Report No. 9393 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST SID ASPHALT CONTENT % 382 % OF TOTAL MIX 7.3 % BY WI. OF AGGREGATE 7.9 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.4 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.5 309 VOIDS, MIX % 6.2 * 3-6 367 * Does not conform to specification. DOES NOT CONFORM TO V2" ARHM-GG-C REQUIREMENTS OF SECTION 203-11.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1 csting Lnginccrc San I_)icgo, Inc. 95 (icy (..cuit, Siiii co En PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date September 15, 2006 Job No 3810644608200 Client CITY OF CARLSBAD Address'."."...Building Department 5950 El Camino Real Carlsbad, CA 92008 RepbrtNo:. . 9394 . . ENGINEER CARLOS ACERO CIVIL ENGINEER - V Lab No 1562 Project 2006 Pavement Overlay Project Location Carlsbad, CA Sampled Date 8L29/06 By TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-10 Submitted Date 8/29/06 By TESD Source of Matenal Vulcan Carroll Canyon Location Sampled 1709 Tamarack Southbound, Sample 5 AC SIEVE ANALYSIS ASTM C136 Sieve % Passmg Size Accumulative Specification • 3/4" . • 10 100 99 90-100 • 3/8" 83 78 92 NQ .,4 0 2842 8:. 23 1525 16 16 30 12 515 50 8 100 6 200 37 2-7 r SIUI I I1Jflt( L Sin l)fto h /:.qwov ( C UI I 'lull I S CA * ..• ••... ..........'• ..l ••.•' • SIiii: (S) 71 5.1IO .:• •. '•- •, •• ) ) Report No 9394 82e TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD. ASPHALT CONTENT % 382 % TOTAL MIX 7.2 •., %BYWT..OF • AGGREGATE 7.7 7.5-8.7 LABCOMPACTED UNIT S 304 & WT.,PCF (HVEEM):• 138.3 . 308 STABILOMETER VALUE 23 23 MIN 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE" •• METHOD) I450• . •. • 309 voIbs,rix% 4.6 . 3-6 367 . H -.5 CONFORMS TO l/2 ARHM-GG-C REQUIREMENTS OF SECTION 203-112 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION H,. Jsi ingEngin thc - Sn I)iegô' 1nc - . . • •. S • kr: (5) 5.8(O ") 81 1O S • .:; :I . ,. . I • \'SSV.'I',SIIIt5iIVtfl1i5((,I.s 1825 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 15, 2006 Job No: 38i06-146082.00 Client CITY OF CARLSBAD Address Buildmg DeRartment 5950 El Cainino ReI . . Carlsbad, CA 92008 Report No 9395 V /— ENGINEER CARLOS ACERO CIVIL ENGINEER — — Lab No.: 1563- Project: 2006 Pavement Overlay Project •. ... s Location: Carlsbad,. CA . . •.. Sampled: Date: 8/29706 ..T . By:. ESD Type of Material 203 11 ARHM-GG C (1/2") PG 64-10 Submitted Date 8/29/06 By TESD Source of Material Vulcan Carroll Canyon Location Sampled Point Drive & Tamarack Eastbound, Sample 67AC SIEVE ANALYSIS ASTM C136 Sieve , .. % Passing . . .• . Size Accuthtilitive Specification . .: 3/4" 100 100 1/2" 98 • 90-100 . 3/8" 76 * 78-92 . . .. . NO.4 .41 •. 28-42 ••/• . . 8 27* 15-25 16 20 . 30 15 . 5-15. .50 .11 100 - . . •• 200 5.0 . . 2-7 • . -. I • . • • : •.- - lesting Eiginccr - San Diego, Inc. .. -: • !u8, le'ir (:.j . - . . . :\ar: (858) 8 )) I (h ) hI )I . (.... ') I . • • I I II Report No. 9395 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise spe c i f i e d ) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.0 %BY WT. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 140.2 308 STABILOMETER VALUE 35 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.3 309 VOIDS, MIX % 4.2 3-6 367 * Does not conform to specification. DOES NOT CONFORM TO W' ARHM-GG-C REQUIREMENTS OF SECTION 203-11. 2 O F T H E STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 'Jong Enginccrs - San I)cgu, Inc. Nhin: -, - .• '1 :$9 (u;1\'O loul 1, cIILC S ',•1 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 15, 2006 JobNo:.' 38106-146082.00-., ' * Client CITY OF CARLSBAD Address: Building Depãttment . . . . 5950 El Camino Real :, . . Carlsbad CA 92008 Report No:,- '9396 . . . .i• j . ENGINEER CARLOS ACERO, CIVIL ENGINEER -i-'-- - Lab No.: 1564. S Project 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled Date 8/29/06 By TESD Type of Material 203 -11 ARHM-GG C (1/2') PG 64-10 , SUbmitted: Date: 8/29/06 By: TESD Spurce of Material:. Vulcan Carroll Canyon . . Location Saiid: Center Lane, 1510 Tamarack, Sample 7-AC SIEVE ANALYSIS ASTM C136 ... .'•, . . Sieve % Passmg Size Accimiulative Specification . • . ,': . . . 3/4" • iOb ioó • . . •' 1/2" 99' 90-100 , . ... 3/8" 84 78-92 'NO.4 46* 2842 • •' :. • S .8 28* • 15-25 • • . S S 16 19 . • • " 5. 30 15 5-15 ' .: • .:i' ' • ,. 50 10 lóO 7 .: • • i ' • ' 200 4.2 2-7 • • • S • • • S. • S* S 1sting Engineers - San Do, Inc., ,i;' rii.i. *,?:i;*, , • • -•' S S . - - I I Lou'.c,'y (.,ai .Sui',c I. ,• S • • S • S S*-1 I)- ( \ *fl ( ) Report No. 9396 VER TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.6 % BY WT. OF AGGREGATE 8.3 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (1-IVEEM) 139.9 308 STABILOMETER VALUE 23 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 144.9 309 VOIDS, MIX % 3.5 3-6 367 * Does not conform to specification. DOES NOT CONFORM TO V2" ARIIM-GG-C REQUIREMENTS OF SECTION 203-11.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ksintt Eri.giiecr - San Dicgo, Inc. MZiIH 7 I.O,•'.e::, lOrt.i ?j'.i':' - I-a:.:: 7i5.5 10 )S Convoy C:uit, Sic 11: - ca 78 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date September] 2006 Jo,b Nô: 146082 Client CITY OF CARLSBAD Address. 5950 El Cariind Real . Carlsbad, CA 92008 •1 R6po4o:;° 9418' ENGINEER: . CARLOS ACERO, CIVIL ENGINEER .41 Lab No.: 1608 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: bate: 8/30/06 By: TESD : Type of-Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 8/30/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Pi6 Pico & Tamarack Eastbound Lane, Sample AC-8 0 SIEVE ANALYSIS ASTM C136 • • Sieve % Passing Sue Accumulative Specification - .00 100 1/2" 99 .90— 100 3/8" 79 7-92 NO.4 47* 28-42 8 28* 15-25 16 18 . .'- • 30- 13 5-15 50 • 9 • 100 6. • ••• 0 200 3:9 2-7 ., • • ------------------------------------------------------------------------------------------------------------------------- ting Engiii'er - Sqi l.)icgo. Inc. • 0 • •• • • .: . - : • i;.l:));S / ( Ofl\ sinic I ISI 15 5 10 Report No 9418 (2) mauum TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST-;' STD ASPHALT CONTENT % 382 % OF TOTAL MIX .7.4 . . . . %BY WT. OF '•.. . . . . . . ..... AGGREGATE 79 7587 LAB COMPACTED UNIT . . 304 & WT., PCF.(HVEEM) :137.1 308 STAILOMETER VALUE .25 23 MIN. 3.66 .. . THEORETICAL MAXIMUM . ,. '—DENSITY, PCF (RICE . .. ,. METHOD) 145.8 309 . VOIDS, MIX % 6.0 .3-6 367 *DOES NOT CONFORM. TO SPECIFICATION. . . ... . DOES NOT CONFORM TO ARHM-,GG-C PG64-16 REQUIREMENTS IN SECTION 203-11 OF STANDARD SPECIFICATIONS OF PUBLIC WORKS (GREENBOOK) I C%I J fli,liL '1 l)u .,r hic. I (11 \I ( (- .1 ( ' I . . . . ,•. c .. . . .,- . . II Li iii qj.. I PHYSICAL PROPERTIES DF ASPHALTIC CONCRETE .,Da, te September 12 2006 Job No 146082 Client: ' .CITY.OF CARLSBAD 'Address: 5950 El Camino 'Real Carlsbad,' CA'92008 ' Repo No 9419 .ENGfl4EER CARLOS ACERO, CIVIL ENGINEER Lab No 1609 Project 2006 Pavement Overlay Project Location Carlsbad CA Sampled Date 8/30/06 By TESD Type of Material 203 11 ARHM-GG C (1/2") PG 64-16. Submitted Date 8/30/06 By: 'TESD Source of Material: Vulcan Carroll Canyon '. Location Sampled 970 Tamarack Middle Westbond Lane Sample AC -9 SIEVE ANALYSIS ASTM C 136 Sieve % Passing Size Accumulative Specification 3/4' 100 100 1/2" 97 90-100 3/8 76 78-92 NO4 36 28-42 8 20 1525 16 14 .30 , ' 11 . 5-15 50 8 100 6 200 35 2-7 l( (lI1. Lnginirs n [)co I nc.. C "i ii h01 7 15.58I (I (A 92.ii cc Report No; 9419 0 1826 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.9 %BY WT. OF AGGREGATE 7.4 7.5-8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 136.0 308 STABILOMETER VALUE 25 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.4 309 VOIDS, MIX % 7.1 3-6 367 CONFORMS TO ARHM-.GG-C PG64-16 REQUIREMENTS IN SECTION 203-11 OF STANDARD SPECIFICATIONS OF PUBLIC WORKS (GREENBOOK). Ikting E;cets San l)icgn, Inc. A (85) SOU SlO fli'. I PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 12, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9420 ENGINEER: I CARLOS ACERO, CIVIL ENGINEER Lab No.: 1610 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 8/30/06 By: TESD 'Type of Material: 20-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 8/30/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Front of KFC Madison Northbound Middle Lane, Sample AC- 10 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification, 3/4" 100 100 1/2" 99 90-100 3/8" 85 78-92 NO. 4 47 * 2842 8 , 28* 15-25 16 20 30 15 5-15 50 10 • 100 7 200 -------------------------------------------------------------------- 4.8 2-7 lcting FLriginccr-s -'s-.111 l)igo, 111C 7895 Lc;\:,'(,:jj, 71,58U0 Report No. 9420. TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT% 382 %OFTOTAL MIX 7.8 %BY WT. OF AGGREGATE 8.5 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (}IVEEM) 139.3 308 STABILOMETER VALUE 28 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.5 309 VOIDS, MIX % 4.3 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARBM-GG-C PG64-16 REQUIREMENTS IN SECTION 203-11 OF STANDARD SPECIFICATIONS OF PUBLIC WORKS. (GREENBOOK). ,F Sn Dcgo, Jiu. Fax: (S) 15-58-10 uv Report No 9439 1826 _ 1 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % / 382 - %OF TOTAL MIX 74 %BY WT. OF AGGREGATE 80 7587 LAB COMPACTED UNIT 304 & WT, PCF (HVEEM) 138.0 308 STABILOMETER VALUE'.29 23 MIN 366 THEORETICAL MAXIMUM . •0 DENSITY, PCF (RICE METHOD) 1465 309 VOIDS, MIX % 5 3-6 8 367 CONFORM TO AIWM-G6-C PG64-16 REQULREMEf4 TS IN SECTION 203-11 OF STANDARD SPECIFICATIONS OF PUBLIC WORKS (GREENBOOK) 0 0 0 •'• •••4 00 .0, 0 0 0 0 - 0 . 00 0. - 0 0 •0 ' 0 ' • 0' 0 •• ,, - 0 • 0•, • ,, 0 • , 0 Testing Engineers San Diego, Inc A Bureau Veritas.Cmpany 0 - 0 •• Main: ,(858) 715-5800 0 785 Con'ôy'Gourt, Suite 18 . , Fax (858 715-5810 -. 0 - • ,,San Diego, A 92111 w us. b uru ve ntas cri IP I PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date September 15 2006 Job No 146082 ' Client: ' CITY OF CARLSBAD ' Mdrèss: '5950 El.-,Carnino Real S Car!sbád; CA 92008 Report No:,-'9440 ' ENGINEER: CARLOS ACERO, CIVIL ENGINEER .• LabNo.: 1612 Project 2006 Pavement Overlay Project Location: Carlsbad, CA ' • Sampled: Date: 9/5/06 By: TESD' Type of -Material: 203 11 AM-GG C (1/2") PG 64-16 Submitted: Date: 9/5/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Westbound Ames Place, Sample AC- 12 -------------------------- SIEVE ANALYSIS ASTM C136 'Sieve % Pasing Size 'Accumulative Specification .• V •, V • ••; V 3/4" 100 • • 100 • " ' V • '' 99 • 90-100 V ' • V • 3/8" ' • 84 78-92 • • • V V • • S , NO. 4 • 43 * 28-42 ' ' • V • • " • 8 • 25 • 15-25 • • • " • V • 16 17 • V' V 30 13 5-•15 ' • • ' V • • •. 50' 10 • 'V ' ' V 100 7 • • 200 4V ' •V 2-7 • • V• • •' Testing Engineers Sanliiego5 Inc. • V • V •, • ' " 1. . • ' A Bureau Vcritas'Ctnnpany •• V • Main: (858) 715-5800 7895 Convoy Court, Suitc 18 V • Fax: (85 715-5810 San CA 9211) •V V ' V • %'wVu5.büYCa,nCritaVcOn) •• V "V - V - , .. V ' •. V V • • :-'' Report No. 9440 16026 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 8.0 %BY WT. OF AGGREGATE 8.7 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.1 308 STABILOMETER VALUE 25 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.4 309 VOIDS, MIX % 4.3 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO ARHM-GG-C PG64-I6 REQUIREMENTS IN SECTION 203-11 OF STANDARD SPECIFICATIONS OF PUBLIC WORKS (GREENBOOK). Testing Engineers San Diego inc. A Bureau 'ri:at Company Main: (858) 715-5800 7895 Convoy Court, Suite I 8 Fax: (855 715-5810 Son Diego: CA 9211! • Report No 9441 7826 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD. ASPHALT CONTENT % 382 % OF TOTAL MIX 72 %BYWT OF AGGREGATE 78 75-87 LAB COMPACTED UNIT 304 & .WT., PCF(HVEEM) 1367 STABILOMETER VALUE 27 23 MThI 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 1468 ..309 VOIDS MIX % 6.9 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION DOES NOT CONFORM TO ARJIM-GG-C PG64-I6 REQUIREMENTS IN SECTION 203-11 OF STANDARD SPECIFICATIONS -OP PUBLIC WORKS (GREENBOOK) • . :. resting Engineers San Diego, inc A Bureau Veru.as Company . • . Main: (858) 7155800 • 7895 ConO) CourL Suite ii Fa (858 715-5810. S DL CA 92 ii) ti burat crna cm RE * 782B OCT 4 2006 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 12, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9445 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1614 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/6/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/6/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 3971 James Drive, AC-14 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 82 78-92 NO. 4 39 28-42 8 21 15-25 16 14 30 10 5-15 50 7 100 4 200 2.7 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax: (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com 1 •. (c Report No. 9445 \!!:J TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.0 % BY WT. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 135.6 308 STABILOMETER VALUE 32 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.4 309 VOIDS, MIX % 7•9 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com 146082 CITY OF CARLSBAD 5950 El Camino Real Carlsbad, CA 92008 9446 REVISED 9-22-06 CARLOS ACERO, CIVIL ENGINEER Job No: Client: Address: Report No: ENGINEER: RECEIVED OCT 4 2006 (ITV OF CARISBAI) ENGINEERING I)EPARTMENT CM&I DIVISION PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 12, 2006 Lab No.: 1615 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/6/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PC 64-16 Submitted: Date: 9/6/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Hillside & Isle westbound lane, Sample AC-15 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 79 78-92 NO.4 33 28-42 8 19 15-25 16 13 30 10 5-15 50 7 100 5 200 3.0 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Di, CA 92111 www.us.bureauverjtas.com Report No. 9446 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.9 % BY WT. OF AGGREGATE 74 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 136.9 308 STABILOMETER VALUE 30 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.6 309 VOIDS, MIX % 4.1 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Verita.c Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax: (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com U vt RECEIVED 1829 4 OCT 4 2006 (ITV OF ('ARI.SBAE) ENGINI;F;RIC I)EPARTMI:Nr CM&I DIVISION -- PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 12, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9447 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER P, Lab No.: 1619 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/7/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PC 64-16 Submitted: Date: 9/7/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 3181 South Tyler, Sample AC-16 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 77 * 78-92 NO.4 34 28-42 8 19 15-25 16 13 30 10 5-15 50 8 100 6 200 3.9 2-7 Testing Engineers San Diego, Inc. A Bureau Veritac Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax. (858715-5810 San Diego, CA 92111 www.us.bureauveritas.com U Ve T Cn Report No. 9447 7828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.0 % BY WT. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.4 308 STABILOMETER VALUE 30 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.3 309 VOIDS, MIX % 6.1 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. DOES NOT CONFORM TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veriras Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com RECEIVED [OCT 4 2006 CITY OF CARISIiAI) ENGINEERING OFI'AwrMENr CSI&I DIVISION Date: Job No: Client: Address Report No: ENGINEER: PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE September 12, 2006 146082 CITY OF CARLSBAD 5950 El Camino Real Carlsbad, CA 92008 9448 REVISED 9-22-06 CARLOS ACERO, CIVIL ENGINEER Lab No.: 1620 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/7/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/7/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 3293 Roosevelt Street, Sample AC-17 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2' 97 90-100 3/8" 81 78-92 NO.4 39 28-42 8 22 15-25 16 15 30 11 5-15 50 8 100 5 200 3.0 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com Report No. 9448 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.2 % BY WT. OF AGGREGATE 7.8 7.5.8.7 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 137.2 308 STABILOMETER VALUE 35 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.9 309 VOIDS, MIX % 6.0 3-6 367 REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. CONFORMS TO ARHM-GG-C PG64-I6 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Verita.c Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauvejjtas.com RECEIVED OCT '4 2006 CITY OF CARI.S8A[) FN(.INIFRINC I)Ep,kr,ftNT CM&I Olvlslors PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date September 12, 2006 Job No: 146082 Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlsbad, CA 92008 Report No: 9449 REVISED 9-22-06 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 1621 Project: 2006 Pavement Overlay Project Location: Carlsbad, CA Sampled: Date: 9/7/06 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") PG 64-16 Submitted: Date: 9/7/06 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 815 Avocado Lane Eastbound Lane, Sample AC- 18 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 78 78-92 NO.4 35 28-42 8 21 15-25 16 15 30 12 5-15 50 8 100 5 200 3.4 2-7 Testing Engineers San Diego, Inc. A Bureau Veritas Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 wwus.bureauveritas.com (c Report No. 9449 1826 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.3 %BY WT. OF AGGREGATE 7.9 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.4 308 STABILOMETER VALUE 28 23 Mfl"4. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.2 309 VOIDS, MIX % 6.0 3-6 367 REVISED COPY - REVISION IS IN BOLD AND UNDERLINED. CONFORMS TO ARHM-GG-C PG64-16 REQUIREMENTS, Section 203-11.3 of the Standard Specifications for Public Works Construction (Greenbook). Testing Engineers San Diego, Inc. A Bureau Veritizs Company Main: (858) 715-5800 7895 Convoy Court, Suite 18 Fax (858 715-5810 San Diego, CA 92111 www.us.bureauveritas.com