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HomeMy WebLinkAbout3667-9; 2004-05 PAVEMENT OVERLAY PROJECT; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 2004-10-25!IECEIVED I rNOV l92O I 7 82 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: Ocxtober 25, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-73 14 Report No: 7468 ovvlu~tottq ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13447 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 10/1/04 By: TESD Type of Material: TYPE III-C2-AR4000 Submitted: Date: 10/1/04 By: TESD Source of Material: VULCAN, CARROLL CANYON Location Sampled: CALAVERA COMMUNITY CENTER PARKING LOT ---------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4' 100 100 1/2" 96 95-100 3/8' 72 * 75-90 NO. 4 59 50-67 8 41 35-50 16 29 30 21 15-30 50 1 13 100 8 200 4.9 .. 4-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7467 TEST STANDARDS ARE ASTM (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % D6307 % OF TOTAL MIX 5.3 % BY WI. OF AGGREGATE 5.6 4.8-6.5 LAB COMPACTED UNIT WT., 141.7 ' D1561 & PCF (HVEEM) D2726 STABILOMETER VALUE 45 35MIN. D1560 THEORETICAL MAXIMUM 151.1 D2041 DENSITY, PCF (RICE METHOD) VOIDS, MIX % 6.2 D3203 * Does not conform to specifications DOES NOT CONFORM TO TYPE III-C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide c11Iv11n 1826 ocl PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 13, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7427 ()V— )611q16V ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13459 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 10/4/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 10/4/04 By: TESD Source of Material: VULCAN MISSION VALLEY Location Sampled: MARRON RD E.BND #2 LN, 1100' W. OF EL CAMINO REAL SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 91 78-92 NO. 4 45 * 28-42 8 26* 15-25 16 19 30 14 5-15 50 10 100 7 200 4.6 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7427 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 WT., PCF (HVEEM) 139.3 STABILOMETER VALUE 48 23 MIN. THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.1 VOIDS, MIX % 5.9 3-6 * - DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO GREENBOOK ARHM-GG-C, SECTION 203-6. 304 & 308 366 309 367 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 13, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT. Address: 5950 El Camino Real Carlsbad, CA 924 00 -731 Report No: 7426 "c/I V(ôtf ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13458 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 10/4/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 10/4/04 By: TESD Source of Material: VULCAN MISSION VALLEY Location Sampled: MARRON RD W.BND #1 IN) 250'W. OF EL CAMINO REAL SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 85 78-92 NO.4 40 28-42 8 24 15-25 16 18 30 13 5-15 50 9 100 6 200 3.8 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92.111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7426 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise st,ecified 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) 139.5 308 STABILOMETER VALUE 42 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.7 . 309 VOIDS, MIX % 6.2 3-6 367 * - DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO GREEN]300K ARHM-GG-C, SECTION 203-6. Testing Engineers - U.S. Laboratories 7895 Convoy Cowt, Suite 18 • San Diego. California 9211 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 13, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7425 )Oli ENGINEER: CARLOS ACER , ~CIVILENAILER Lab No.: 13457 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 10/4/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 10/4/04 By: TESD Source of Material: VULCAN MISSION VALLEY Location Sampled: MARRON RD E.BND #1 LN, 1700'W. OF EL CAMINO REAL SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 86 78-92 NO. 4 37 28-42 8 24 15-25 16 17 30 13 5-15 50 9 100 6 200 4.0 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7425 8#2 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.8 % BY WT. OF AGGREGATE 73* 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.9 308 STABILOMETER VALUE 39 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 149.3 309 VOIDS, MIX % 6.3 3-6 367 * - DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO GREENBOOK ARIIM-GG-C, SECTION 203-6. I Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide 4 U v4F- 1 26 4II.j PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 13, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7428 01ioiicfoj ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13460 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 10/4/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 10/4/04 By: TESD Source of Material: VULCAN MISSION VALLEY Location Sampled: MARRON RD W.BND #2 IN, 7200'W. OF EL CAMINO REAL --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 88 78-92 NO.4 44* 28-42 8 26* 15-25 16 18 30 14 5-15 50 10 100 7 200 4.6 2-7 ------------------------------------------------------------------------------------------------------------------------- Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide lT"l U V6 0 GO Report No. 7428 1828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST Sfl) 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) 140.5 308 STABILOMETER VALUE 48 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.9 309 VOIDS, MIX % 4.4 3-6 367 * - DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO GREENBOOK ARHM-GG-C, SECTION 203-6. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide / '824 I IIi .1004, — PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: Job No: Client: Address: Report No: ENGINEER: October 1, 2004 77017 CITY OF CARLSBAD - ENGINEERING DEPARTMENT 5950 El Camino Real Carlsbad CA 92008-7314 7363 (1I1L- I0I1'3I01 CARLOS ACERO, CIVIL ENGINEER Lab No.: 13366 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/24/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/24/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack E.bnd #2 Ln, 1100' E. of El Camino Real Intersection SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 87 78-92 NO.4 41 28-42 8 24 15-25 16 17 30 12 5-15 50 9 100 6 200 4.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7363 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT% 382 % OF TOTAL MIX 7.0 % BY WI. OF AGGREGATE 7.5 7.5-8.7- LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 138.6 . 308 STABILOMETER VALUE 35 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.7 309 VOIDS, MIX % 6.2 * 3-6 367 * - FALLS OUTSIDE OF SPECIFICATIONS. DOES NOT CONFORM TO /2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego. California 921 I I • (858) 715-5800 • Fax: (858) 715-58 10 Offices Nationwide TE-USL U.S. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 1, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7364 I 011 ?\aL( ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13367 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/24/04 W By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/24/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack w.bnd #2 Ln, .65 0' E. of El Camino Real Intersection 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* 2842 8 27* 15-25 16 19 30 14 5-15 50 10 100 7 200 4.8 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 7155800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7364 8#2 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified 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) 139.4 308 STABILOMETER VALUE 29. 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.1 309 VOIDS, MIX % 4.6 3-6 367 * - FALLS OUTSIDE OF SPECIFICATIONS. DOES NOT CONFORM TO 'A" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). Testing Engineers - U.S. Laboratories * 7895 Convoy Court, Suite IS • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide 47 25 I- V1: PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 1, 2004 Job No: 77017 Client: CITY OF CARLSBAD -ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7365 (Ct tOt3\ ENGINEER: CARLOS ACERO, CPS'TL ENGINEER Lab No.: 13368 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/24/04 By: TESD Type of Material: 203-11 AR}llvl-GG-C (1/2") Submitted: Date: 9/24/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: ------------------------- Tamarack E.bnd #1 Lane, 250' E. of El Camino Real Intersection SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 87 78-92 NO.4 41 2842 8 24 15-25 16 17 30 12 5-15 50 9 100 6 200 4.4 2-7 I Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-58 1 0 Offices Nationwide Report No. 7365 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise st,ecified 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) 139.4 308 STABILOMETER VALUE 38 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.1 309 VOIDS, MIX % 5.2 3-6 367 CONFORMS TO 'A" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 921,11 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide TE - USL U.S. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 1, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7366 101 ENGINEER: CARLOS ACER , CIVIL ENGINEER Lab No.: 13369 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/24/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/24/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack E.bnd #1 Lane, 2150' E. of El Camino Real Intersection SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 96 90-100 3/8" 83 78-92 NO.4 38 28-42 8 23 15-25 16 16 30 12 5-15 50 9 100 6 200 4.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7366 828 IuI-1- ;I. TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise sDecified 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) 139.9 308 STABILOMETER VALUE 36 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.7 309 VOIDS, MIX % 53 3-6 367 CONFORMS TO V2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite .18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 75-58.10 Offices Nationwide PTE - USL U.S. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 29, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7357 CL.. 1,11131fq ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: Project: Location: Sampled: Type of Material: Submitted: Source of Material: Location Sampled: 13361 Carlsbad-2004/05 Pavement Overlay 3667-9 Carlsbad, CA Date: 9/23/04 By: TESD 203-11 A.RHM-GG-C (1/2") Date: 9/23/04 By: TESD Not Submitted Las Palmas Drive W.bnd, Appróx. 540', W. of Camino Vida Roble SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 89 78-92 NO. 4 44 * 2842 8 25 15-25 16 17 30 13 5-15 50 9 100 6 200 4.5 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7357 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) 140.2 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.9 309 VOIDS, MIX % 5.2 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide - PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 29, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7358 lI3to ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13362 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/23/04 By: TESD Type of Material: 203-11 ARHIvI-GG-C (1/2") Submitted: Date: 9/23/04 By: TESD Source of Material: Not Submitted Location Sampled: Las Palmas Drive E.bnd Lane, Approx. 1450' W. of E. Intersection w/Camino Vida Roble SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 90 78-92 NO. 4 45 * 2842 8 27* 15-25 16 18 30 14 5-15 50 10 100 7 200 4.7 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7358 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.1 %BY WT. OF AGGREGATE 7.7 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 140.1 308 STABILOMETER VALUE 36 23 MN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.4 309 VOIDS, MIX % 5.0 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92 1 1 1 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide WTE~U U.S. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 29, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7359 OLI— M11S101 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13363 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/23/04 By: TESD Type of Material: 203-11 AR.HM-GG-C (1/2") Submitted: Date: 9/23/04 By: TESD Source of Material: Not Submitted Location Sampled: Las Palmas Drive Center Lane, Approx. 50' E. of W. Intersection w/Caniino Vida Roble SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 100 90-100 3/8" 92 78-92 NO. 4 47 * 28-42 8 28* 15-25 16 19 30 14 5-15 50 10 100 7 200 ,5.1 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego, California 92111 • (858) 715-5800 ' Fax: (858) 715-5810 Offices Nationwide Report No. 7359 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) 139.7 308 STABILOMETER VALUE 36 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.2 309 VOIDS, MIX % - 5.7 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-580() • Fax: (858) 715-581() Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 4, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7379 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13370 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/26/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/26/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: El Camino Real N.bnd #$2 Ln, 300' S. of Alga Intersection SIEVE ANALYSIS ASTM C136 - Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 89 78-92 NO. 4 47 * 2842 8 26 * 15-25 16 18 30 14 5-15 50 10 100 7 200 4.8 2-7 I Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, Califoniia 92] I • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7379 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 7.7 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 140.2 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.8 309 VOIDS, MIX % 4.5 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO 203-11 AIUIM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Siite 18 • San Diego, California 92111 • (858) 715-5800 ' Fax: (858) 75-58l0 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 4, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7380 6 1th310y ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13371 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/26/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/26/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: El Camino Real S.bnd @ Alga Intersection (+1- 200'N.) 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 40 28-42 8 22 15-25 16 16 30 13 5-15 50 10 100 7 200 5.0 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858)715-5810 Offices Nationwide Report No. 7380 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 7.5 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.7 308 STABILOMETER VALUE 35 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.9 309 VOIDS, MIX % 5.5 3-6 367 CONFORMS TO 203-11 ARHM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 921.11 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide WTEU,SL- ..U.- S. - LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 4, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7381 6L ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13372 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/26/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/26/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: El Camino Real N.bnd #1 Lane, 350'N. of Alga Intersection SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 91 78-92 NO.4 46* 28-42 8 26 * 15-25 16 18 30 14 5-15 50 10 100 7 200 4.9 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 9211! • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7381 (2) TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.6 %BY WT. OF AGGREGATE 8.2 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 140.0 308 STABILOMETER VALUE 33 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.2 309 VOIDS, MIX % - 4.9 3-6 367 DOES NOT CONFORM TO 203-11 ARHIM-GG-C (1/2") REQUIREMENTS. Testing' Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-580() • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 8, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7396 Oil 10113101 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13402 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/28/04 By: TESD Type of Material: 203-11 ARIIM-GG-C (1/2") Submitted: Date: 9/28/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack Ave W.bnd #2 Lane, 4950' E. of El Camino Real SIEVE ANALYSIS ASTM C 13 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2' 97 90-100 3/8" 83 78-92 NO.4 41 28-42 8 24 15-25 16 17 30 13 5-15 50 9 100 6 200 4.2 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 $ San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7396 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 7.9 7.5-8.7 LAB COMPACTED UNIT 304& WI., PCF (HVEEM) 139.1 308 STABILOMETER VALUE 40 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.7 . 309 VOIDS, MIX % 5.2 3-6 367 CONFORMS TO 203-11 ARHM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18..* San Diego, California 92111 • (858) 715-5800 • Fax. (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 8, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7397 0 ItOL{ ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13403 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/28/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/28/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack Ave E.bnd #1 Lane, 400' W. of Carlsbad Village Drive SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 85 78-92 NO.4 45* 2842 8 26* 15-25 16 18 30 14 5-15 50 10 100 7 200 5.0 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7397 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.6 % BY WT. OF AGGREGATE 8.2 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.3 308 STABILOMETER VALUE 36 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.1 309 VOIDS, MIX % 5.3 3-6 367 * - Does not meet project specifications. DOES NOT CONFORM TO 203-11 ARIIM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 8, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7398 01VI / o/i/o ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13404 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/28/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/28/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack Ave W.bnd #1 Lane, 56' 'E. of El Camino Real SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 94 90-100 3/8" 82 78-92 NO. 4 39 28-42 8 23 15-25 16 16 30 12 5-15 50 9 100 6 200 4.0 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide I 4 I I 0 0 825 Report No. 7398 uI-1 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise sDecified 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) 139.4 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.0 . 309 VOIDS, MIX % 3.9 3-6 367 * - Does not meet project specifications. DOES NOT CONFORM TO 203-11 ARHM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 92111 4 (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 8, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7399 (11L-. io!I/cq ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13405 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/28/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/28/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack Ave W.bnd Lane #1,3930' E. of El Camino Real SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4t1 100 100 1/2" 98 90-100 3/8" 84 78-92 NO.4 42 28-42 8 26* 15-25 16 19 30 15 5-15 50 11 100.- 9 200 7.2* 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7399 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified 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) 141.1 308 STABILOMETER VALUE 42 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.4 309 VOIDS, MIX % 4.3 3-6 367 * - Does not meet project specifications. - DOES NOT CONFORM TO 203-11 ARIIM-GG-C (1/2") REQUIREMENTS. Testing Engineeis - U.S. Laboratories 7895 Convoy Court, Suite 18 • Sari Diego, California 92111 • (858) 7]5-580() • Fax: (858) 715-581() Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 7, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7393 (2.-__ ENGINEER: CARLOS ACERO, CiVIL ENGINEER Lab No.: .13388 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/27/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/27/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack Ave W.bnd #2 Lane @ Pontiac Drive Intersection SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 88 78-92 NO. 4 47 * 2842 8 28 * 15-25 16 20 30 15 5-15 50 10 100 7 200 4.9 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide (i Report No. 7393 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.6 % BY WT. OF AGGREGATE 8.3 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 140.7 308 STABILOMETER VALUE 22* 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.4 309 VOIDS, MIX % 3.9 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO 203-11 ARIIM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego, California 92,111• (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 7, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7394 /0//-4104 ENGINEER: CARLOS ACER , CIVIL ENGINEER Lab No.: 13389 ' Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/27/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/27/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack Ave E.bnd #2 Lane, 3600' East of El Camino Real SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 96 90-100 3/8" 85 78-92 NO. 4 54 * 28-42 8 29 * 15-25 16 20 30 15 5-15 50 10 100 7 200 5.8 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (85$) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7394 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 & WT., PCF (HVEEM) 141.6 308 STABILOMETER VALUE 21* 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.6 . 309 VOIDS, MIX % 3.4 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO 203-11 AR}IM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide kTE' USL I U.S. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 7, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7395 Ic/f ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13390 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/27/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/27/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Tamarack Ave W.bnd #1 Lane, 2850'E. of El Camino Real SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 96 90-100 3/8" . 83 78-92 NO.4 41 28-42 8 24 15-25 16 17 30 13 5-15 50 9 100 6 200 3.9 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 118 ' San Diego, California 92111 • (858) 715-5800•• Fax: (858) 715-5810 Offices Nationwide Report No. 7395 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise st,ecified 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) 139.8 308 STABILOMETER VALUE 38 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.9 309 VOIDS, MIX % 4.8 3-6 367 CONFORMS TO 203-11 ARHM-GG-C (1/2") REQUIREMENTS. Testing Engineers. U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 11, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7405 CL- ioiiot ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13435 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/30/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/30/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Marron RD, 150' E. of Carson ST, E-bnd, Lane #1 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 96 90-100 3/8" 80 78-92 NO.4 39 2842 8 23 15-25 16 17 30 12 5-15 50 8 100 5 200 3.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • Sari Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7405 \JJ TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.1 % BY WT. OF AGGREGATE 7.7 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.5 308 STABILOMETER VALUE 34 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 1483 309 VOIDS, MIX % 5.9 3-6 367 CONFORMS TO 203-11 ARHIM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 11, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7406 0111 101110%.j ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13436 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/30/04 By: TESD Type of Material: 203-11 ARfflvI-GG-C (1/2") Submitted: Date: 9/30/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: Marron RI), 1800' E. of Jefferson ST, E-bnd Lane #1 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 96 90-100 3/8" 79 78-92 NO.4 40 28-42 8 23 15-25 16 16 30 12 5-15 50 8 100 6 200 3.9 2-7 Testing Engineers -U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide I CA Report No. 7406 7826 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise suecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.1 %BY WT. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.8 308 STABILOMETER VALUE 36 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.5 309 VOIDS, MIX % 5.9 3-6 367 CONFORMSTO 203-11 ARIM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 11, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7407 0 141310'/ ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13437 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/30/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") - Submitted: Date: 9/30/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: MARRON RD, 200'E. OF Jefferson ST, W-bnd, Lane #1 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 87 78-92 NO. 4 42 2842 8 24 15-25 16 17 30 13 5-15 50 9 100 6 200 4.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Naionwide Report No. 7407 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) 140.0 308 STABILOMETER VALUE 37, 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.8 309 VOIDS, MIX % 5.9 3-6 367 CONFORMS TO 203-11 ARHM-GG-C (1/2") REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 921 1 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide WI PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: October 11, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7408 0-11 1011310q ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13438 Project: Carlsbad-2004/05 Pavement Overlay Location: Carlsbad, CA Sampled: Date: 9/30/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/30/04 By: TESD Source of Material: NOT SUBMITTED Location Sampled: MARRON RD, 200'E. of Jefferson, W-bnd, Lane #1 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 96 90-100 3/8" 81 78-92 NO.4 41 28-42 8 24 15-25 16 17 30 12 5-15 50 9 100 6 200 3.8 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-581() Offices Nationwide Report No. 7408 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 %OF TOTAL MIX 7.1 % BY WT. OF AGGREGATE 7.7 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 140.0 308 STABILOMETER VALUE 34 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 149.3 309 VOIDS, MIX % 6.2 3-6 367 CONFORMS TO 203-11 ARHM-GG-C (1/2") REQUIREMENTS. I Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide U ye IS 28 oc~ 62o4 04 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7348 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13339 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/22/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/22/04 By: TESD Source of Material: Not Submitted Location Sampled: N. bnd #3 Lii, El Camino Real, 100'N. of Arenal Road SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 92 78-92 NO. 4 47 * 28-42 8 26 * 15-25 16 17 30 13 5-15 50 9 ( -100 6 200 4.6 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7348 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) 138.1 308 STABILOMETER VALUE 30 * 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.6 309 VOIDS, MIX % 5.8 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego, Calitornia 92111 • (858) 75-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7349 0 /f/üy ENGINEER: CARLOS ACERO, CIVIL ENGINEER , Lab No.: 13340 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/22/04 By: TESD Type of Material: 203-I1 ARHM-GG-C (1/2"). Submitted: Date: 9/22/04 By: TESD Source of Material: Not Submitted Location Sampled: N. bnd #2 Lii, El Camino Real, 450'N. of Arenal Road SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 88 78-92 NO.4 47* 28-42 8 28* 15-25 16 20 30 14 5-15 50 10 100 7 200 4.7 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide I (0 Report No. 7349 7828 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) 139.9 308 STABILOMETER VALUE 33 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.2 309 VOIDS, MIX% 3.7 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARBM-GC.-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Cowl, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7350 GL iofYfo ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13341 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/22/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/22/04 By: TESD Source of Material: Not Submitted Location Sampled: N. bnd #2 Ln, El Camino Real, 400' S. of Dove Lane SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 83 78-92 NO.4 38 2842 8 23 15-25 16 16 30 12 5-15 50 9 100 6 200 4.7 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 921!! • (858) 715-5800 ' Fax: (858) 715-5810 Offices Nationwide /\ 826 Report No. 7350 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.7 %BY WT. OF AGGREGATE 7.2 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.4 308 STABILOMETER VALUE 35 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.6 309 VOIDS, MIX % 6.2 * 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 7 15-58 10 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7351 0~11 lotWolf ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13342 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/2204 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/2204 By: TESD Source of Material: Not Submitted Location Sampled: N. bnd #1 Ln, El Camino Real, 300' S. of Dove Lane SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 89 78-92 NO. 4 46 * 28-42 8 27* 15-25 16 19 30 14 5-15 50 jO 100 7 200 5.5 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego. California 9211 • (858) 715-5800 • Fax: (858) 71 5-5810 Offices Nationwide Report No. 7351 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 73 %BYWT. OF AGGREGATE 7.9 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.8 308 STABILOMETER VALUE 32 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.9 309 VOIDS, MIX % 4.2 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego, California 9211 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide TE -USL U.S. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7344 CL_. '(°i ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13320 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/21/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/21/04 By: TESD Source of Material: Not Submitted Location Sampled: S. bnd #3 Lu, El Camino Real, 850'N. of Arena! Road SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 87 78-92 NO. 4 46 * 28-42 8 28 * 15-25 16 20 30 15 5-15 50 11 100 7 200 5.1 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 921.1 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7344 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD 382 304 & 308 366 309 367 ASPHALT CONTENT % %OF TOTAL MIX 7.5 %BY WT. OF AGGREGATE 8.1 7.5-8.7 LAB COMPACTED UNIT WT., PCF (HVEEM) 141.2 STABILOMETER VALUE 38 23 MIN. THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.6 VOIDS, MIX % 3.7 3-6 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 921.11 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7346 fo(.ilq'q ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13322 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/21/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/21/04 By: TESD Source of Material: Not Submitted Location Sampled: S. bnd El Camino Real #1 Ln, 675' S. of Alga Road SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 100 90-100 3/8" 95 * 78-92 NO. 4 46 * 2842 8 25 15-25 16 18 30 14 5-15 50 10 100 6 200 4.5 2-7 Testing Engineers - U.S. Laboratories 7895 Coiwoy Court, Suite .18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide LI 825 Report No. 7346 IuII TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.1 % BY WT. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.2 308 STABILOMETER VALUE 44 23 MIN. 366 THEORETICAL MA)UilvfUM DENSITY, PCF (RICE METHOD) 147.6 309 voms, MIX % 6.4 * 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARIIM-GG-C REQUIREMENTS. Testing Engineers - U.S Laboratories 7895 Convoy Court, Suite IS • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5$l() Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7345 CL ioIvfoj ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13321 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/21/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/21/04 By: TESD Source of Material: Not Submitted Location Sampled: S. bnd El Camino real #1 Ln, 400' s. of intersection wfDove Lane --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 83 78-92 NO. 4 43 * 2842 8 26 * 15-25 16 18 30 13 5-15 50 9 100 6 200 4.4 2-7 • Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 $ (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide 826 Report No. 7345 ( 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) 138.6 308 STABILOMETER VALUE 48 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.9 309 VOIDS, MIX % 5.7 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARIIM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7347 CL 10NIOV ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13323 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/21/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/21/04 By: TESD Source of Material: Not Submitted Location Sampled: Center Divider Lanes, 1650'N. of Arenal Rd SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 90 78-92 NO. 4 47 * 28-42 8 26* 15-25 16 18 30 14 5-15 50 10 100 7 200 5.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7347 "~U U. S. LABS TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.6 % BY WT. OF AGGREGATE 8.2 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.9 308 STABILOMETER VALUE 35 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.0 309 VOIDS, MIX % 4.2 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 AR}IM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide I PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7342 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13308 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/20/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/20/04 By: TESD Source of Material: Not Submitted Location Sampled: E.bnd @ 523 Del Parisiso SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/48 100 100 1/2" 95 90-100 3/8" 82 78-92 NO.4 40 28-42 8 24 15-25 16 18 30 14 5-15 50 11 100 8 200 6.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92) 111 • (858) 715-5800 • Fax: (858) 715-581() Offices Nationwide Report No. 7342 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) 143.4 308 STABILOMETER VALUE 32 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.5 309 VOIDS, MIX % 2.1 * 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARIIM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92.111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: ENGINEER: 7341 0.1- iofrj CARLOS ACERO, CIVIL ENGINEER Lab No.: 13307 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/20/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/20/04 By: TESD Source of Material: Not Submitted Location Sampled: E.bnd Unifomio & Cacatua Intersection SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 95 90-100 3/8" 79 78-92 NO.4 36 2842 8 23 15-25' 16 16 30 12 5-15 50 9 100 6 200 4.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Cowl. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7341 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.7 %BY WT. OF AGGREGATE 7.1 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 140.5 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.8 309 VOIDS, MIX % 4.3 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARIIM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 9211 • (858) 715-5800 • Fax: (858) 715-581() Offices Nationwide 826 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7340 0--- ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13306 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/20/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/20/04 By: TESD Source of Material: Not Submitted Location Sampled: W.bnd Unicomio & El Fuerte Intersection SIEVE ANALYSIS ASTM C136 Sieve Size % Passing Accumulative Specification 3/4" .100 100 1/2" 97 90-100 3/8" 84 78-92 NO. 4 44 * 28-42 8 26* 15-25 16 18 30 14 5-15 50 10 100 7 200 5.3 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7340 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) 140.2 308 STABILOMETER VALUE 31 23 MN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.0 309 VOIDS, MIX % 4.0 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG.-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego. California 92111. • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide 828 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 28, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7343 6L. 10i4ot ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13309 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/20/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/20/04 By: TESD Source of Material: Not Submitted Location Sampled: S. bnd El Camino Real #1 Ln, 400' S. of intersection w/Dove Lane SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 87 78-92 NO.4 43* 2842 8 25 15-25 16 18 30 13 5-15 50 9 100 6 200 4.2 2-7 Testing Engineers- U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego. California 9211 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide. In In In U) Report No. 7345 828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.7 %BY WT. OF AGGREGATE 7.2 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 140.7 308 STABILOMETER VALUE 35 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.5 309 VOIDS, MIX % 4.6 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 AIUIM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 t. San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide uv SEP 2 4 OS L -.--.--_._J -- PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 17, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7296 C~' ENGINEER: CARLOS ACERO, CIVIL ENGINEER / ZIlO Lab No.: 13214 Project: Carlsbad - 2004/2005 Street Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/14/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/14/04 By: TESD Source of Material: Vulcan Plant #36 Location Sampled: Northbound #2 Lane @ Calle Barcelona SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 94 90-100 3/8" 74 * 78-92 NO. 4 41 2842 8 27 * 15-25 16 19 30 15 5-15 50 11 100 7 200 5.3 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7296 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT% . 382 % OF TOTAL MIX 7.7 % BY WI. OF AGGREGATE 83 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 141.7 308 STABILOMETER VALUE 33 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.1 309 VOIDS, MIX % - 3.0 3-6 367 * Falls outside of the specification. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (85$) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 17, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7297 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13215 Project: Carlsbad - 2004/2005 Street Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/14/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/14/04 By: TESD Source of Material: Vulcan Plant #36 Location Sampled: Northbound #1 Lane Rancho Santa Fe Road between Calle Acero & Barcelona SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 91 90-100 - 3/8" 70 * 78-92 NO.4 38 2842 8 26* 15-25 16 19 30 14 5-15 50 9 100 6 200 3.9 - 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7297 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise stecified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.6 %BYWT. OF AGGREGATE 8.2 75-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 140.0 308 STABILOMETER VALUE 19 ** 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.9 309 VOIDS, MIX % 6.0 3-6 367 * Falls outside of the gradation specification. ** Falls outside of the Stability specification. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide TE-USL U.S: LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 17, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7298 C~ ENGINEER: CARLO S ACERO, CIVIL ENGINEER (ZI 0 Lab No.: 13216 Proj ect: Carlsbad - 2004/2005 Street Overlay 3 667-9 Location: Carlsbad, CA Sampled: Date: 9/14/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/14/04 By: TESD Source of Material: Vulcan Plant #36 Location Sampled: Rancho Santa Fe Road Southbound Lane #1 @ Calle Barcelona --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 95 90-100 3/8" 76 * 78-92 NO. 4 37 28-42 8 23 15-25 16 17 30 13 5-15 50 9 100 6 200 4.3 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 7l558!0 Offices Nationwide 18#2 S Report No. 7298 F111 Or TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST Sfl) 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) 139.2 308 STABILOMETER VALUE 24 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.0 309 VOIDS, MIX % 5.3 3-6 367 * Falls outside of the gradation specification. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 A1UIM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS • San Diego, California 921,11 • (858) 715-5800 4 Fax: (858) 715-5810 Offices Nationwide LI TE - USL :U.S. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 17, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7299 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13217 Project: Carlsbad - 2004/2005 Street Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/14/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/14/04 By: TESD Source of Material: Vulcan Plant #36 Location Sampled: Rancho Santa Fe Road Right Turn Lane @ Calle Acero SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4' 100 100 1/2" 96 90-100 3/8" 85 78-92 NO. 4 49 * 28-42 8 30 * 15-25 16 21 30 16* 5-15 50 10 100 6 200 4.2 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7299 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 8.4 7.5-8.7 LAB COMPACTED UNIT WT., PCF (HVEEM) 137.6 STABILOMETER VALUE 14* 23 MIN. THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.8 VOIDS, MIX % 5.6 3-6 * Falls outside of the gradation specification. ** Falls outside of the Stabilometer specification. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARIM-GG-C REQUIREMENTS. p 304 & 308 366 309 367 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 20, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7308 't1(ot.f ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13218 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/15/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/15/04 By: TESD Source of Material: Not Submitted Location Sampled: Rancho Santa Fe Rd S.bnd N.2 lane, 900' S. of La Costa SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 92 90-100 3/8" 73 * 78-92 NO.4 38 28-42 8 24 15-25 16 18 30 13 5-15 50 9 100 6 200 4.5 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego California 92111 • (858) 7.15-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7308 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) 140.3 308 STABILOMETER VALUE 34 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.0 309 VOIDS, MIX % 4.6 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARIIM-GG--C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 20, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7309 a-L q1z I I,-V ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13219 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/15/04 By: TESD Type of Material: 203-11 ARIiM-GG-C (1/2") Submitted: Date: 9/15/04 By: TESD Source of Material: Not Submitted Location Sampled: Rancho Santa Fe Rd S.bnd N.2 lane, 600' S. of Calle de los Coches SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 95 90-100 3/8" 71 * 78-92 NO. 4 40 28-42 8 27 * 15-25 16 20 30 15 5-15 50 10 100 6 200 4.3 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7309 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.6 %BY WT. OF AGGREGATE 8.2 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 142.2 308 STABILOMETER VALUE 33 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.9 309 VOIDS, MIX % 3.2 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENIBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. I .Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92 1.11 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 20, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7310 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13220 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/15/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/15/04 By: TESD Source of Material: Not Submitted Location Sampled: Rancho Santa Fe Rd N.bnd N.2 lane, @ Calle de los Coches intersection SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 94 90-100 3/8" 76 * 78-92 NO. 4 42 28-42 8 26* 15-25 16 19 30 14 5-15 50 10 100 7 200 4.6 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7310 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise stecified 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) 142.3 308 STABILOMETER VALUE 30 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.4 309 VOIDS, MIX % 3.5 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, Ca)ifornia 92111 • (858) 715-5800 • Fax: (858) 715-58 10 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 20, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7311 (). )/cy ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13221 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/15/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/15/04 By: TESD Source of Material: Not Submitted Location Sampled: Rancho Santa Fe Rd Nbnd N. 1 lane between Calle Barcelona & Calle los Coches SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 94 90-100 3/8" 78-92 NO.4 35 2842 8 24 15-25 16 18 30 13 5-15 50 9 100 6 200 4.0 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7311 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) 141.2 308 STABILOMETER VALUE 39 23 MN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) . 148.7 309 VOIDS, MIX % 5.0 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide 8#2 a _ uI-1 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 22, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7313 ENGINEER: CARLOS ACERO, CIVIL ENGINEER ''° '4, Lab No.: 13237 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/16/04 By: TESD Type of Material: 203-11 ARHlvI-GG-C (1/2") Submitted: Date: 9/16/04 By: TESD Source of Material: Not Submitted Location Sampled: La Costa E.bndN2 lane, 1875'W. of Nueva Castillo Way between 2324 & 2348 La Costa SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 92 90-100 3/8" 71 * 78-92 NO. 4 36 2842 8 25 15-25 16 18 30 14 5-15 50 10 100 7 200 5.1 2-7 I Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 921.11 • (858) 715-5800 • Fax: (858) 715-580 Offices Nationwide Report No. 7313 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) 143.1 308 STABILOMETER VALUE 37 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.7 309 VOIDS, MIX % 2.45 * 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide W-41" TE - USL U.S. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 22, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7314 912z lo ENGNEER: CARLOS ACERO, CIVIL ENGEER° Lab No.: 13238 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/16/04 By: TESD Type of Material: 203-11 ARHIVI-GG-C (1/2") Submitted: Date: 9/16/04 By: TESD Source of Material: Not Submitted Location Sampled: La Costa E.bnd N.2 lane, 490' W. of Nueva Castillo Way SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 92 90-100 3/8" 67 * 78-92 NO. 4 34 28-42 8 23 15-25 16 17 30 14 5-15 50 9 100 6 200 4.2 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111, • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7314 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 7.5 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 142.2 308 STABILOMETER VALUE 32 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.6 309 VOIDS, MIX % 3.0 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENIBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 22, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7315 ()j.,_q1zz(ej ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13239 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/16/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/16/04 By: TESD Source of Material: Not Submitted Location Sampled: La Costa W.bnd, N. 1 lane SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 92 90-100 3/8" 68 * 78-92 NO. 4 36 28-42 8 23 15-25 16 17 30 13 5-15 50 9 100 6 200 4.2 2-1 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego. California 92111 • (858) 715-5800 • Fax: (858) 715-581() Offices Nationwide Report No. 7315 - US U.S. LABS TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified 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) 143.2 308 STABILOMETER VALUE 34 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.6 309 VOIDS, MIX % 232 * 3 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 22, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7316 9 In ENGINEER: CARLOS ACERO, CIVIL ENGINEER I1 Lab No.: 13279 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/17/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/17/04 By: TESD Source of Material: Not Submitted Location Sampled: La Costa W. bnd N.2 lane @ shopping mall entrance SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 96 90-100 3/8" 80 78-92 NO. 4 45 * 28-42 8 26* 15-25 16 18 30 14 5-15 50 10 100 7 200 4.6 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Stute 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 7 15-58 10 Offices Nationwide Report No. 7316 k~-~,;4EUSL U.S. -. LA B S TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST - STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.6 %BY WT. OF AGGREGATE 8.2 7.5-8.7 LAB COMPACTED UNIT WT., PCF (HVEEM) 138.4 STABILOMETER VALUE 35 23 MIN. THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.6 VOIDS, MIX % 6.2 * 3-6 * - Does not conform to project specifications. DOES NOT CONFORM TO GREEN1300K SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide 304 & 308 366 309 367 I -US L U.S. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 22, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7317 0"'i2Z(0'/ ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13280 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/17/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/17/04 By: TESD Source of Material: Not Submitted Location Sampled: La Costa Ave E.bnd N.2 lane, 1430' E. of El Camino Real SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 84 78-92 NO.4 49* 28-42 8 32 * 15-25 16 22 30 17* 5-15 50 12 100 8 200 5.8 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 9211 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7316 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % % OF TOTAL MIX 7.6 % BY WT. OF AGGREGATE 8.2 7.5-8.7 LAB COMPACTED UNIT WT., PCF (HVEEM) 138.4 STABILOMETER VALUE 35 23 MIN. THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.6 VOIDS, MIX % 6.2 * 3-6 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. 382 304 & 308 366 309 367 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 921! 1 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide 828 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 22, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7317 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 13280 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Location: Carlsbad, CA Sampled: Date: 9/17/04 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 9/17/04 By: TESD Source of Material: Not Submitted Location Sampled: La Costa Ave E.bnd N.2 lane, 1430' E. of El Camino Real --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C 13 6 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 84 78-92 NO.4 49* 28-42 8 32 * 15-25 16 22 30 17 * 5-15 50 12 100 8- 200 5.8 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7317 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 WT., PCF (HVEEM) 141.1 STABILOMETER VALUE 33 23 MIN. THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.7 VOIDS, MIX % 3.8 3-6 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. 304 & 308 366 309 367 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 921.11 • (85$) 715-5800 • Fax: (85$) 715-5810 - Offices Nationwide 28 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: September 22, 2004 Job No: 77017 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 7318 ENGINEER: COS ACERO, CIVIL ENGEEQ Lab No.: 13281 Project: Carlsbad-2004/05 Pavement Overlay 3667-9 Loôation: Carlsbad, CA Sampled: Date: 9/17/04 By: TESD Type of Material: 203-11 ARHIvI-GG-C (1/2") Submitted: Date: 9/17/04 By: TESD Source of Material: Not Submitted Location Sampled: La Costa W.bnd N.1 lane, 1050' E. of El Camino Real Intersection SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 92 90-100 3/8" 71 * 78-92 NO.4 36 28-42 8 23 15-25 16 17 30 13 5-15 50 9 100 6 200 4.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite .18 • San Diego, California 92.111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide Report No. 7318 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.8 %BYWT. OF AGGREGATE 7.2 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.1 308 STABILOMETER VALUE 34 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.6 309 VOIDS, MIX % 5.8 3-6 367 * - Does not conform to project specifications. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARIIM-GG-C REQUIREMENTS. 14 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 • San Diego, California 92 111 • (858) 715-5800 • Fax: (858) 715-5810 Offices Nationwide