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HomeMy WebLinkAbout3667-11; 2005 PAVEMENT OVERLAY PROJECT; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE 2004- 2006; 2004-10-25LrECUVEi 28 usl RTvo cAR C it LA XrSaA Ott OlEr Inc ark NG v 30 2E6 Ant PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: January 16, 2006 Job No: SDI 10947 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8586 ENGINEER: CARLOS ACERO, CIVIL ENGINEER #—,.- I Z eRNE6"' , 10 ?j;I0FESS10 Lab No.: SD 16067 Project: Carlsbad-2004/05 St Sealing Project Materials ' Location: Carlsbad, CA S 0 nn Sampled: Date: 11/17/2005 By: TESD * Type of Material: 203-11 ARHM-GG-C (1/2") 2. ZNG - , * Submitted: Date: 11/17/2005 By: TESD Op CA If Source of Material: Vulcan -Carroll Canyon Location Sampled: Reference Sample to the Field (Sampled @ Batch Plant) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 1" 100 3/4" 100 100 1/2" 99 90-100 3/8" 85 78-92 NO.4 33 2842 8 20 15-25 16 15 30 12 5-15 50 9 100 6 5 200 4.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 4 146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 Mttrrieta, California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (95 1) 677-0366 0 Fax: (951) 677-5761 (760) 325-8378 Fax: (760) 325-7480 (7 14) 568-7300 • Fax: (7 14) 664-0252 Offices Nationwide Io:WI.A 0 CA Report No. 8586 182B TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified 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) 138.2 308 STABILOMETER VALUE 26 23 MIN. . .366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.1 309 VOIDS, MIX % 5.4 3-6 367 CONFORMS TO GREENBOOK SECTION 203-11 ARIIM-GG-C REQUIREMENTS. rA Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 4146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, California 92111 Muirieta, California 92562 . Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 * Fax: (858) 715-5810 (951) 677-0366 • Fax: (95 1) 677-5761 (760) 325-8378 4 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: January 16, 2006 Job No: SDI 10947 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 - In '.c9 Report No: 8587 RNES ENGINEER: CARLOS ACERO, CIVILENGINEER 1)j Lab No.: SD16177 Project: Carlsbad-2004/05 St Sealing Project Materials Location: Carlsbad, CA CAL F0 Sampled: Date: 11/29/2005 By: TESD Type of Material: 203-11 ARI{IvI-GG-C (1/2") Submitted: Date: 11/29/2005 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2386 Botella PL (Sample #32) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification In 100 3/4" 100 100 1/2" 98 90-100 3/8" 82 78-92 NO. 4 44 * 28-42 8 26 15-25 16 18 30 14 5-15 50 9 . 100 5 200 3.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Coat,, Suite IS 4146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East Firs, Street San Diego. California 92111 Murriela, California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858)715-5800 1 Fax: (858) 715-5810 (951) 677-0366 ' Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide - I' fTlaj i_n - Report No. 8587 1828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.6 % BY WI. OF AGGREGATE 8.3 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.7 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.2 309 VOIDS, MIX % 4.5 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. M Testing Engineers - U.S. Laboratories 7895 Convoy Court Suite 18 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego. California 92111 Murrieta. California 92562 Palm Springs, California 92262 Santa Ana. California 92705 (858) 715-5800 1 Fax: (858) 715-5810 (951)677-0366 Fax: (95 1) 677-5761 (760) 325-8378 Fax: (760) 325-7480 (714) 568-7300 * Fax: (714) 664-0252 Offices Nationwide ctt VS. lIIi PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: January 16, 2006 Job No: SDI 10947 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad CA 92008-7314 Report No: 8588 J ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: SD16178 Project: Carlsbad-2004/05 St Sealing Project Materials Location: Carlsbad, CA Sampled: Date: 11/29/2005 By: TESD Type of Material: 203-11 ARHM-GG-C (1/211) Submitted: Date: 11/29/2005 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2663 Marquita (Sample #33) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 1" 100 3/4" 100 100 1/2" 97 90-100 3/8" 76 * 78-92 NO.4 38 28-42 8 21 15-25 16 15 30 11 5-15 50 8 100 5 200 3.7 2-7 0FESS/%\ LU I NO. C-67031 P.9/30/0ç. '!01 PNGI Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street. Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego. California 92111 Murrieta, California 92562 Palm Springs, California 92262 Santa Ann, California 92705 18581 715-5800 0 Fax: (858) 715-5810 (951)677-0366 1 Fax: (95 1 ) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300. Fax: (714) 664-0252 Offices Nationwide I4' Report No. 8588 2 6 _lII.1_ TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.4 % BY WI. OF AGGREGATE 7.9 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.4 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.0 309 VOIDS, MIX % 5.9 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARHM-GG-C REQUIREMENTS. Testing Engineers -. U.S. Laboratories 7895 Convoy Court. Suite 18 4 1146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego. California 92111 Murrieta. California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 ° Fax: (858) 715-5810 (951) 677.0366 0 Fax: (95 1) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 9 Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: January 16, 2006 Job No: SD110947 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 ort No: 8589 EN"GINEER: CARLOS ACE:: CIVIL ENGINEER OFF UJ car: rn Lab No.: SD16179 ( Exp.9i3o,, 0 M i ( RC Project: Carlsbad-2004/05 St Sealing Project Materials \OX c CA fFNW Carlsbad, 11/29/2005 By: TESD up CALIFOY~' Type of Material: 203-11 AR1M-GG-C (1/2") Submitted: Date: 11/29/2005 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 7792 Madrilena Way (Sample #34) --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 1" 100 3/4" 100 100 1/2" 99 90-100 3/8" 79 78-92 NO.4 47* 2842 8 31* 15-25 16 21 - - 30 16 5-15 50 11 100 7 200 4.7 2-7 Testing Engineers- U.S. Laboratories 7895 Convoy Court. Suite 18 41146 Elm Street. Suite A 820 Research Drive. Suite 2 San Diego, California 92111 Munieta, California 92562 Palm Springs. California 92262 (858)715-5800 1 Fax: (858)715-5810 (951)677-0366 * Fax: (951)677-5761 (760)325-8378 1 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568-7300 1 Fax: (714) 664-0252 Report No. 8589 (i 2 6 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified 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) 140.1 308 STAB1LOMETER VALUE 28 23 MN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.4 309 VOIDS, MIX % 4.3 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO GREENBOOK SECTION 203-11 ARIIM-GG-C REQUIREMENTS. Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 4146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California 92111 Mumeta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 4 Fax: (858) 715-5810 ' (95 1) 677-0366 0 Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 9200877314 410 1AE Report No: 8500 41j 0 ENGINEER: CARLOS ACERO, CIVIL ENGINEER 9130 'tf' 67031 BCE ,k LabNo.: SD16171 Project: Carlsbad - 2005 Pavement Overlay Project - Lab T.ttitinn Carlshad CA OF Sampled: Date: 11/23/05 By: TESD Type of Material: 203-11 ARI{M-GG-C (1/2") Submitted: Date: 11/23/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2017 Encenilo Terrace (Sample #26) SIEVE ANALYSIS ASTM C 13 6 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 79 78-92 NO. 4 34 2842 8 19 15-25 16 13 30 10 5-15 50 7 100 5 200 3.2 2-7 Testing Engineers - U.S Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego. California-9621 11 - - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 * Fax: (858) 715-5810 (95 1) 677-0366 0 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 V (714) 568-7300 ' Fax: (714) 664-0252 Offices Nationwide - Report No. 8500 /\ 2 6 - _lII.1_ fl! 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 7.4 * 7547 LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 137.9 . 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.0 309 VOIDS, MIX % 6.2 * 3-6 367 DOES NOT CONFORM TO V2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). 7895 Convoy Court. Suite 18 San Diego. Californi921 II (858)715-5800 Fax: (858) 715-58 10 Testing Engineers - U.S. Laboratories 41146 Elm Street, Suite A 820 Research Drive. Suite 2 - Murrieta. California 92562 Palm Springs, California 92262 (951) 677-0366 1 Fax: (95 1) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 0ffkes Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568-7300 1 Fax: (714) 664-0252 26 -lII.1— PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 i~714E S 10 \r4 & JGINEER: CARLOSACERO, CIVIL ENGINEER 0 P0 Lab No.: SD 16172 RCE Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA OF Sampled: Date: 11/23/05 B': TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/23/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2014 Subida Terrace (Sample #27) -------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifloation 3/4" 100 100 1/2" 99 90-100 3/8" 80 78-92 NO.4 38 28-42 8 21 15-25 16 14 30 11 5-15 50 7 100 4 200 2.7 2-7 7895 Convoy Court. Suite IS San Diego, CFifOrnih92fl I (858) 715-5800 0 Fax: (858) 715-5810 Testing Engineers - U.S. Laboratories 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street - Murrieta. California 92562 Palm Springs, California 92262 Santa Ana. California 92705 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 1 Fax:(760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide 825 Report No. 8501 (E -IuI.1 RMEMMM — TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION . TEST STD ASPHALT CONTENT % 382 % OF TOTAL MD( . 7.3 %BY WT. OF AGGREGATE 7.9 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.1 308 STABILOMETER VALUE 27 23 MfN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.2. 309 VOIDS, MIX % 6.2 * 3-6 367 * Does not conform to specification. DOES NOT CONFORM TO W' 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. Californfa 921 I . - Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 1 Fax: (858) 715-5810 (95 1) 677-0366 Fax: (95 1) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide * -lII-1— PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8502 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Oro 0 91301 , UJ Lab No.: SD 16173 Project: Carlsbad - 2005 Pavement Overlay Project.- Lab Location: Carlsbad, CA Sampled: Date: 11/23/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/23/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2126 Saliente Way (Sample #28) SIEVE ANALYSIS ASTM C 13 Sieve % Passing Size Accumulative Specification - 3/4" 100 100 1/2" 97 90-100 3/8" 77 * 78-92 NO. 4 35 28-42 8 20 15-25 16 14 30 11 5-15 50 7 100 5 200 3.2 ------------------------------------------------------------------------------------------------------------------------- 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East Fitt Street Sah Diego. California-921 11 - - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 • Fax: (95 1) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide I s' Report No. 852 7825 ll!J1:I1p 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) 137.7 308 STABILOMETER VALUE 27 23 ?IIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.7 309 VOIDS, MIX % 6.1 * 3-6 367 * Does not conform to specification. DOES NOT CONFORM TO 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 4146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, Californra92I II - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858)75-5800 1 Fax: (858) 715-58 10 (95() 677-0366 0 Fax: (951)677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 • Fax: (7 14) 664-0252 Offices Nationwide LQ. TE - USL LU.,. LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8503 - 01[05 60 g' ( 1 No. C-67031 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Exp. 9/3fJ/OG Lab No.: SD 16174 RCE Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location Carlsbad, CA OF CAL%f Sampled: Date: 11/28/05 By: TESD Type of Material: 203-11 ARF{M-GG-C (1/2") Submitted: Date: 11/28/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2205 Recondo CT (Sample #29) SIEVE ANALYSIS ASTMC13 Sieve % Passing Size Accumulative Specific5tion 3/4" 100 100 1/211 ' 99 90-100 3/8" 83 78-92 NO.4 33 28-42 8 20 15-25 16 14 30 11 5-15 50 8 100 5 200 3.3 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego. Catifomia..921 II Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715.5800 0 Fax: (858) 715-58 10 (951) 677.0366 1 Fax: (95 1) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664.0252 Offices Nationwide Report No. 8503 1B TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % 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 27 23 MIN. . 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.4 309 VOIDS, MIX % 4.4 3-6 367 CONFORMS TO W' 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 41146 Elm Street. Suite A - 820 Research Drive, Suite 2 2001 East First Street San Diego, California921 II - - Murrieta, California 92562 Palis, Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (95 1) 677-0366 0 Fax: (95 1) 677.5761 (760) 325-8378 0 Fax: (760) 325-7480 (7 14) 568-7300 • Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314. . Report No: 8504 .. . ENGINEER oil s(oqf o ENGINEER: CARLOS ACERO, CIVIL , \ No. C-67031 Exp. 9 rn Q)' Lab No.: SDI6 175 . RCE Carlsbad -2005 Pavement Overlay Project -. Lab Location: OF ALIfo Sampled: Date: 11/28/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/28/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 7748 Palacio DR (Sample #30) 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 39 2842 8 21 15-25 16 14 30 11 5-15 50 8 100 .5 200 . 3.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, Caljfornia921 II .. Murrieta. California 92562 Palm Springs, California 92262 Santa Anti, California 92705- (858) 715-5800 • Fax: (858) 715-5810 (951)677-0366 • Fax: (951)677-5761 (760) 325-8378 9 Fax: (760) 325-7480 (7 14) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide . I:a Report No. 8504 7828 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 7.8 7.5-8.7 / LAB COMPACTED UNIT 304 & WI., PCF (HVEEM) 138.7 308 STABILOMETER VALUE 29 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE . METHOD) 146.2 . 309 VOIDS, MIX % 5.1 3-6 367 CONFORMS TO W' 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 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, Calttornia921 I • • • - Murrieta, California 92562 • Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fax: (858) 715-5810 (951) 677-0366 Fax: (95 1) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 . • Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE December 22, 2005 SD2005-0405 CITY OF CARLSBAD - ENGINEERING DEPARTMENT 5950 El Camino Real CA 92008-7314 0 CARLOS ACERO, CIVIL ENGINEER ' ocb cc Lab No.: SD16176 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/28/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/28/05 By: -TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2061 Cumbre CT (Sample #31) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiç.ation 3/4" 100 100 1/2" 98 90-100 3/8" 86 78-92 NO.4 48* 28-42 8 28* 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, CaItfornia921 II - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana. California 92705 (858) 715-5800 1 Fax: (858) 715-5810 (951) 677-0366 * Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 • Fax: (7 14) 664-0252 Offices Nationwide Date: Job No: Client: Address: Report No: ENGINEER: Ivl1Ia1 = 0 Report No. 8504 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 8.1 %BY WT. OF AGGREGATE 8.8 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (FIVEEM) 141.1 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.0 309 VOIDS, MIX % 3.4 3-6 . 367 * Does not conform to specification. DOES NOT CONFORM 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, Caltfornia.92 Ill . - Murneta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fax: (858) 715-5810 (951) 677-0366 0 Fax: (951) 677-5761 (760) 325-8378 ° Fax: (760) 325-7480 (7)4)568-7300 0 Fax: (714) 664-0252 Offices Nationwide . 828 _ _lJI,1— Ixg..I:L PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: SD 16180 . c91 101(w(o C-6703 cc Project: Carlsbad - 2005 Pavement Overlay Project - Lab * RCE CA Carlsbad, Sampled: Date: 12/1/05 By: TESD 0PcALt0# Type of Material: 203-11 ARHM-GG-C(1/2") Submitted: Date: 12/1/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2765 Galicia Way (Sample 43 5). 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 47* 28-42 8 25 15-25 - 16 17 30 13 5-15 50 9 100 6 . . 200 4.1 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 41146 Elm Street, Suite A • 820 Research Drive, Suite 2 San Diego. California921 II - - - Murrieta, California 92562 - Palm Springs, California 92262 18581 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 • Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714)568-7300 • Fax: (714) 664-0252 Report No. 8506 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % . 382 % OF TOTAL MIX 7.9 % BY WI. OF AGGREGATE 8.6 7.5-8.7 LAB COMPACTED UNIT . 304 & WT., PCF (HVEEM) 138.1 308 STABILOMETER VALUE 24 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.8 309 VOIDS, MIX % 5.9 3-6 367 * Does not conform to specification. DOES NOT CONFORM TO '/," 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 41146 Elm Street, State A 820 Research Drive, Suite 2 2001 East First Street San Diego. Coluornia9Q1 11 - Mumeta, California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 1 Fax: (858) 7 15-58 10 (951)677-0366 1 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760)325-7480 (714)568-7300 1 Fax: (714)664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 OFESs Report No: 8507 2NE ENGINEER: CARLOS ACERO, CIVIL ENGINEER ,(o5o I I No. C-67 0 A Lab No.: SD16181 Exp.9/30 SCE Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA ENG\ Op AILI~ Sampled: Date: 12/1/05 By: TESD Type of Material: 203-11 ARI{M-GG-C (1/2") Submitted: Date: 12/1/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Cãlle Acervo, East Lane @ Intersection of Calle Barcelona (Sample #36) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiation 3/4" 100 100 1/2" 99 90-100 3/8" 81 78-92 NO.4 41 28-42 8 22 15-25 16 15 30 12 5-15 50 9 100 6 200 4.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, CaLifornia,921 II , Murrieta, California 92562 , Pains Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 • Fax: (951) 677-5761 (760) 325-8378 Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664-0252 Offices Nationwide Report No. 8507 _lu1-1— 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 8.1 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.3 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM 'DENSITY, PCF (RICE METHOD) ' 147.3 ( 309 VOIDS, MIX % 6.1 * 3-6 367 * Does not conform to specification. DOES NOT CONFORM TO W' MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). 4- 4, Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 , 4146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California 92t 11 Mui-rieta, California 92562 Patin Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fax: (858) 715-5810 (95 1) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide (© 111211 _luI-1— PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 ENGINEER: CAOS ACERO, CIVIL ENGINEER Report No: 8508 - E5 No. Lab No.: SDI 6182 RCF - 067TJ317)) Proj ect: Carlsbad - 2005 Pavement Overlay Project Lab Location: Carlsbad, CA or CN Sampled: Date: 12/1/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 12/1/05. By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Gentella CT Front of Day Care Center (Sample #37) SIEVE ANALYSIS ASTMCfl Sieve % Passing Size Accumulative Specifi4ation 0 • 3/4" 100 100 1/2" 99 90-100 3/8" 81 78-92 NO.4 41 28-42 8 23 15-25 16 16 30 12 5-15 50 2 100 6 200 3.8 2L7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 4146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diugo, California-921 11 .. - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (951) 677.0366 0 Fax: (951) 677-5761 (760) 325-8378 ' Fax: (760) 325-7480 (714) 568-7300 4 Fax: (714) 664-0252 Offices Nationwide ' Report No. 8508 825 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.5 % BY WI. OF AGGREGATE 8.2 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.1 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.4 309 VOIDS, MIX % 6.3 * '3-6 367 * Does not conform to specificatioif. DOES NOT CONFORM TO W' 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego, California.92 Ill - Murrieta, California 92562 • Pain, Springs, California 92262 (858) 715-5800 0 Fax: (858)715-5810 (951) 677-0366 4 Fax: (951)677-5761 • (760) 325-8378 6 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana. California 92705 (714) 568-7300 1 Fax: (714) 664-0252 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE -S Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8509 ro ENGINEER Lab CARLOSACERO CIVIL ENGINEER No.: SD16183 Lo Project: Carlsbad - 2005 cation Pavement Overlay Project - Lab °/ OF Sampled: Date: 12/1/05 By: TESD Type of Material: 203-I1 ARHM-GG-C (1/2") Submitted: Date: 12/1/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 7722 Calle Madero, East Lane (Sample #38) - SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 78 78-92 NO.4 37 28-42 8 19 15-25 16 14 30 10 5-15 50 7 S 100 5 5 200 3.1 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California-921 II Murrieta, California 92562 , Palm Springs., California 92262 Santa Ana, California 92705 (858) 715-5800 • Fax: (858) 715-5810 (951)677-0366 0 Fax: (95 1) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 0 Fax: (7 14) 664-0252 Offices Nationwide t.tive Report No. 8509 RlD.1W I-fl TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL ?vllX 6.8 % BY WT. OF AGGREGATE 7.3 * 7.5-8.7 LAB COMPACTED UNIT - 304 & WT., PCF (HVEEM) 137.9 308 STABILOMETER VALUE 23 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.0 309 VOIDS, MIX % 6.2 * 3-6 367 * Does not conform to specification. DOES NOT CONFORM TO 'p4" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). LI Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fiix:(85'l715-5810 (951) 677-0366 1 Fax: (951)677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Report No: CA 92008-7314 ENGINEER: CARLOS ACERO, CIVIL ENGINEER N 0) fil XP RCE Lab No.: SD 16184 Location: ::05 Pavement Overlay Project - Lab bad, CA Sampled: Date: 12/1/05 By: TESD Type of Material: 203-11 ARI-IM-GG-C (1/2") Submitted: Date: 12/1/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 7957 Camino Alvaro, East Lane (Sample #39) --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifi6ation * 3/4" 100 100 1/2" 98 90-100 3/8" 76 * 78-92 NO.4 33 28-42 8 19 15-25 16 13 30 10 5-15 50 7 100 5 200 3.5 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego, CiIifornia921 II Murrieta, California 92562 Palm Springs, California 92262 1858 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 • Fax: (95 1) 677-5761 , (760) 325-8378 • Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568-7300 • Fax: (714) 664-0252 I •: - Report No. 8510 4 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION JEST 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) 138.7 308 ¼ STABILOMETER VALUE 26 23 'MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.6 309 VOIDS, MIX % 6.0 3-6 367 , * Does not conform to specification. DOES NOT CONFORM TO 'h" 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 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street - San Diego California 92111 - Muirteta California 92562 Pains Springs California 92262 Santa Ana, Caltfornt-t 92705 (858) 715-5800 Fax: (858) 715-5810 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 4 Fax: (714) 664-0252 Offices Nationwide - PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8511 !3 CIVIL ENGINEER Project: Carlsbad - 2005 Pavement Overlay Project - Lab ExP.9/3o/Qc Location: Carlsbad, CA RCE Sampled: Date: 12/2/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 12/2/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2802 Atadero CT, South Lane (Sample #40) SIEVE ANALYSIS ASTM C 13 6 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 82 78-92 NO.4 35 28-42 8 19 15-25 16 - 14 30 10 5-15 50 7 100 4 - 200 3.0 . 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elits Street, Suite A 820 Research Drive, Suite 2 San Diego. Callfórnial II Murrieta, California 92562 Palm Springs, California 92262 (858)715-5800 1 Fax: (858) 715-5810 (951) 677-0366 0 Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568-7300 1 Fax: (714) 664-0252 Report No. 8511 18425 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) 139.4 308 STABILOMETER VALUE 25 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.9 309 VOIDS, MIX % 5.1 3-6 367 CONFORMS TO W' 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 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, CaIiforna 92111 - - Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8512 ENGINEER: CARLOS ACERO, CIVIL ENGINEER (Or- Lab No.: SD 16186 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 12/2/05 By: TESD Type of Material: 203-I1 ARHM-GG-C (1/2") Submitted: Date: 12/2/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2601 Rocoso Lane, East Lane (Sample #41) SIEVE ANALYSIS ASTM C 13 6 -I Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 83 78-92 NO.4 37 28-42 8 20 15-25 16 14 - 30 10 5-15 50 7 100 5 200 3.2 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 - 41146 Elm Street. Suite A - 820 Research Drive. Suite 2 2001 East First Street Sun Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fax: (858) 715-5810 (951) 677-0366 0 Fax: (931) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 • Fax: (7 14) 664-0252 - Offices Nationwide In: a 0 0 Report No. 8512 7828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.5 % BY WI. OF AGGREGATE 8.1 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.2 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) - 146.8 309 VOIDS, MIX % 5.2 3-6 367 CONFORMS TO Y2" 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, Cali fornia 92111 Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 0 Fax: (95 1) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (.7 14) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 S~N ES . Report No: 8513 . ENGINEER: CARLOS ACERO CIVIL ENGINEER V IwI0 No. C-67031 t l 1 Exp.g,3Q/ ) Lab No.: SD 16187 Location ::lsbad - 05 Pavement Overlay Project. - Lab lsbad, CA - Sampled: Date: 12/5/05 By: TESD Type of Material: 203-11 ARI-IM-GG-C (1/2") Submitted: Date: 12/5/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 7946 Los Mientes, South Lane (Sample #42) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiation 3/4" 98 * 100 1/2" 78* 90-100 3/8" 38 * 78-92 NO.4 38 28-42 8 21 . 15-25 16 15 30 Ii 5-15 . 50 8 100 5 200 3.6 2-7 I j . Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San DiegoCatifbrnta92 Fit - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fax: (858) 715-5810 (951) 677-0366 • Fax: (951) 677-5761 (760) 325-8378 0 Fax: (760) 3257480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide Report No. 8513 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) 139.9 - 308 STABILOMETER VALUE 25 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.1 309 VOIDS, MIX % 4.9 3-6 367 * Does not conform to specification: DOES NOT CONFORM TO W' 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 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, aIiforhiiC92i II - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 4 Fax: (858) 715-5810 (951)677-0366 1 Fax: (951) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (7 14) 664-0252 Offices Nationwide - PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314' Report No: 8514 ENGINEER: CARLOS ACERO, CIVIL ENGINEER C6703 Lab No.: SD16188 FSCE J* Carlsbad -2005 Pavement Overlay Project - Lab EN Location: Sampled: Date: 12/5/05 By: TESD Type of Material: 203-11 ARFIM-GG-C (1/2") Submitted: Date: 12/5/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 7960 Represa CIR, North Lane (Sample #43) --------------------------------------------------------------------------------------------------------------- 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 41 2842 8 23 15-25 16 16 30 12 5-15 50 8 100 5 200 3.3 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 , - 41146 Elm Street, Suite A 820 Research Drive, Suite 2 Sun Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 (858)715-5800 • Fax: (858)715-5810 (95) 677-0366 • Fax: (951)677-5761 (760) 325-8378 0 Fax: (760) 325:7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568:7300 1 Fax: (714) 664-0252 to v Report No. 8514 • 1 8#2 6 _ 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) 138.6 308 STABILOMETER VALUE 23 23 MN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.2 309 VOIDS, MIX % 5.8 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 41146 Elm Street. Suite A • 820 ResearclsDrive, Suite 2 2001 East First Street San Diego. Californks921 11 .. Murrieta, California 92562 Palin Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 4 Fax: (858) 715-5810 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 Fax: (714) 664-0252 Offices Nationwide * _III-1_ PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 f Report No: 8515 ENGINEER: CARLOS ACERO, CIVIL ENGINEER . No. C-67031 b 01 Cr. Exp. W30 Lab No.: SD16189, RCE Project Carlsbad 2005 Pavement Overlay Project - Lab EN Location: Carlsbad, CA Sampled: Date: 12/5/05 . By: TESD Type of Material: 203-11 ARFIM-GG-C (1/2") Submitted: Date: 12/5/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2808 El Rastro LN, North Lane, (Sample #44) --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C 13 6 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 81 78-92 NO.4 41 28-42 8 24 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California921 I Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fax: (858) 715-5810 - (951) 677-0366 1 Fax: (95 1 ) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide U I I % Report No. 8515 828 . -lII-1— 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 & WI., PCF (HVEEM) 139.2 . 308 STABILOMETER VALUE 24 23 MN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.2 . 309 VOIDS, MIX % 5.4 3-6 367 CONFORMS TO V2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). C Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS 41146 Elm Street, Suite A 520 Research Drive, Suite 2 San Diego, Callfornià'92 III '' - Murrieta, California 92562 Palm Springs, California 92262 (858) 715-5800 ° Fax: (858) 7 15-58 10 (951)677-0366 0 Fax: (951)677-5761 (760) 325-8378 1 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana. California 92705 (714) 568-7300 • Fax: (714) 664-0252 Report No: 8516 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: SD16190 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 12/6/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 12/6/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2811 Jacaranda Ave, Noth Lane (Sample #45) 1825 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: Client: Address: SD2005-0405 CITY OF CARLSBAD - ENGINEERING DEPARTMENT 5950 El Camino Real Carlsbad, CA 92008-7314 ESS1O,, ci G 0.67031 ' t LIJ 9/30/,_( (cr4 ROE * OF CPA' 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 34 28-42 8 19 15-25 16 14 30 11 5-15 50 8 100 5 200 3.6 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego. Cliorni,2 Ill • • - Murrieta, California 92552 Palm Springs, California 92262 (858) 715-5800 4 Fax: (858) 715.5810 (95 1) 677-0366 ° Fax: (951) 677.5761 - (760) 325-8378 • Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568-7300 0 Fax: (714) 664-0252 Report No. 8516 1826 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % V 382 % TOTAL MIX 6.7 % BY WI. OF AGGREGATE 7.2 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.3 308 STABILOMETER VALUE 27 V 23 MIN.. 366 THEORETICAL MAXIMUM V DENSITY, PCF (RICE METHOD) 146.7 309 VOIDS, MIX % 5.7 3-6 : 367 * Does not conform to specification. DOES NOT CONFORM TO Y2" 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 41146 Elm Street. Suite A 820 Research Drive, Suite 2 San Diego, Califniif92 Ill - Mtirrieta. California 92562 Palm Springs, California 92262 (858) 715-5800 • Fax: 1858>715-5810 (95 1) 677-0366 Fax: (951)677-5761 (760) 325-8378 0 Fax: (760) 325-7480 V - Offices Nationwide 2001 East First Street Santa Ana, California 92705 (7 4) 568-7300 0 Fax: (714) 664-0252 U.S. LABS 11!2 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date:. December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: .5950 El Camino Real —Carlsbad, CA 92008-7314 . Report No: 8517 NES7' Lab No.: SD 16191 C ENGINEER: CARLOS ACERO, CIVIL ENGINEER - Project: Carlsbad - 2005 Pavement Overlay Project - Lab Rc) Location: Carlsbad, CA Sampled: Date: 12/6/05 By: TESD F Type of Material: 203-I1 ARHM-GG-C (1/2") Submitted: Date: 12/6/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: 2409 La Macarena Ave, North Lane (Sample #46) SIEVE ANALYSIS ASTM C 13 6 Sieve % Passing Size Accumulative Specifiation 3/4" 100 100 1/2" 99 90-100 3/8" 84 78-92 NO.4 37 28-42 8 22 15-25. 16 16 30 12 5-15 50 9 100 . 6 200 4.3 2-7 Testing Engineers. - U.S. Laboratories 7895 Convoy Court. Suite IS 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, CaIiforni92 Ill -. Murrieta, California 92562 Palm Springs,Califoi-nia 92262 Santa Ana, California 92705 (858) 715-5800 1 Fax: (858) 715-5510 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (7 14) 664-0252 Offices Nationwide Report No. 8517 1826 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 & WT., PCF (FWEEM) 138.6 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.2 309 VOIDS, MIX % 5.8 3-6 367 CONFORMS TO %" 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 Murrieta, California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 • Ix (85B7l5-58lO 9511) 677-0366 0 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 * Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 17, 2005 Job No: SD2005-0405 I I Client: CITY OF CARLSI3AD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8377 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 16012 Project: Carlsbad -2005 Pavement Overlay Project— Lab •' Location: Carlsbad, CA co - C-67 .31 Sampled: Date: 11/8/05 ' By: TESD 30I: Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/8/05 By: TESD OF Source of Material: VULCAN CARROLL CANYON Location Sampled: CHORLITE ST (SAMPLE #4) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiation 3/4" 100 100 1/2" 98 90-100 3/8" 77 * 78-92 NO. 4 37 2,8-42 8 21 15-25 16 15 30 12 5-15 50 8 100 6 200 4.3 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 41146 Elm Street, Suite A 820 Research Drive. Suite 2 San Diego. California--921 II . . . - Murriets, California 92562' Palm Springs, California 92262 (858) 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 ° Fax: (951)677-5761 (760) 325-8378 1 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (7)4)568-7300 * Fax: (714) 664-0252 Report No. 8377 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise sDecified TEST RESULT SPECIFICATION TEST - STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.3 % BY WT. OF AGGREGATE 6.7 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.2 308 STABILOMETER VALUE 31 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 149.0 309 VOIDS, MIX % 7.2 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. * DOES NOT CONFORM TO ARHM-GG-C (1/2") REQUIREMENTS OF THE SSPWC (GREENBOOK) 2000, SECTION 203-11. Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street. Suite A 820 Research Drive, Suite 2 San Diego, California 2l II Murrieta, California 92562 Palm Springs, California 92262 (858)715-5800 0 Fax: (858) 715-5810 (951)677-0366 1 Fax: (951) 677-5761 (760)325-8378 ' Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568-7300 • Fax: (714) 664-0252 828 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 17, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8378 ENGINEER: CARLOS ACERO, CIVIL ENGINEER 0 A1.4 Lab No.: 16013 Project: Carlsbad - 2005 Pavement Overlay Project -,Lab Location: Carlsbad, CA Sampled: Date: 11/8/05 By: TESD Type of Material: 203-I1 ARHM-GG-C (1/2") Submitted: Date: 11/8/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: CAPAZO ST (SAMPLE #5) SIEVE ANALYSIS ASTM C 13 6 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 79 78-92 NO.4 35 28-42 8 21 15-25 16 15 30 12 5-15 50 8 100 6 200 4.1 2-7 ir o.c93 Q\r' WI0 93OI? i BCE I 4• I EIA €OFCV' Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite IS 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, Cafiforniia~kl II - Murrieta, California 92562 Palm Springs. California 92262 • Santa Ana. California 92705 (858) 715-5800 Fax: (858) 715-5810 (951) 677-0366 • Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568.7300 • Fax: (714) 664-0252 Offices Nationwide Report No. 8378 1826 -lII,1— III—w-'J- TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise speëified 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) 138.8 308 STABILOMETER VALUE 32 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.9 309 VOIDS, MIX % 6.2 * 3-6 367 * DOES NOT CONFORM TO ARHIM-GG-C (1/2") REQUIREMENTS OF THE SSPWC (GREENBOOK) 2000, SECTION 203-11. Testing Engineers Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fà'x(85i7'15-58 10 ''(951) 677-0366 1 Fax: (95 1) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (74) 568-7300 1 Fax: (74) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE November 17, 2005 SD2005-0405 CITY OF CARLSBAD - ENGINEERING DEPARTMENT 5950 El Camino Real Carlsbad, CA 92008-7314 8379 CARLOS ACERO, CIVIL ENGINEER Date: Job No: Client: Address: Report No: ENGINEER: Lab No.: 16014 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/8/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/8/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: LA PALOMA CUL-DE-SAC (SAMPLE #6) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative SpecifiGation 3/4" 100 100 1/2" 99 90-100 3/8" 79 78-92 NO.4 31 28-42 8. 18 15-25 16 13 30 10 5-15 50 7 100 5 200 3.3 2-7 46 Ic.a 67 jkx4ESTO LU .913 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California 92111 Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 ' Fax: (714) 664-0252 Offices Nationwide Report No. 8379 1828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.4 %BY WT. OF AGGREGATE 7.9 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.1 308 STABILOMETER VALUE 29 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.1 309 VOIDS, MIX % 6.8 3-6 367 * DOES NOT CONFORM TO ARHM-GG-C (1/211) REQUIREMENTS OF THE SSPWC (GREENBOOK) 2000, SECTION 203-11.. LI Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California 92111 Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 * Fiix:(85'715-5810 ' (95'i)677-0366 • Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 18, 2005 Job No: SD2005-0405 Lc qEGINPERING Client: CITY OF CARLSbAD - DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8383 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 15996 21 -. ul Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/7/05 By: TESD re OF C Type of Material: 203-11 AR}llvl-GG-C (1/2") Submitted: Date: 11/7/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: VIA MARIPOSA (SAMPLE #1), SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifi€ation 3/4" 100 100 1/2" 100 90-100 3/8" 85 78-92 NO.4 40 28-42 8 22 15-25 16 15 30 12 5-15 50 8 100 5 200 3.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego, CaIifdrnii,21 II - - Murrieta. California 92562 Palm Springs, California 92262 (858) 715-5800 * Fax: (858) 75-5810 (951) 677-0366 0 Fax: (951)677-5761 . (760) 325-8378 1 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (7 14) 568-7300 1 Fax: (714) 664-0252 /\ ( Report No. 8383 RI WI TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified 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) 138.8 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.7 309 VOIDS, MIX % 6.0 .3-6 367 CONFORMS TO 1/2 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 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fix.'(85'$7 15-5810 (951) 677-0366 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 Fax: (714) 664-0252 Offices Nationwide S . S PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 18, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 No: 8384 Report OtAES ENGINEER: CARLOS ACERO, CIVIL ENGINEER ca ra Lab No.: 15997 LU EX 9130/ Project: Carlsbad - 2005 Pavement Overlay Project - Lab ROE Location: Carlsbad, CA \ ss>.5 " - Sampled: Date: 11/7/05 By: TESD OF C' Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/7/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: XANA WAY, EAST LANE, MIDDLE WAY, SAMPLE #2 SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiction 3/4" 100 100 1/2" 98 90-100 3/8" 79 78-92 NO.4 36 28-42 8 19 15-25 16 13 30 10 5-15 50 7 5 100 .4 200 . 3.0 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, California.921 It . . - Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 ' Fax: (858) 715-5810 (951) 677-0366 ' Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide 28 Report No. 8384 \\4 J1 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 7.3 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) 146.4 309 VOIDS, MIX % 6.1 . 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO W' 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, Catifornia921tt - Murneta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 ° Fax: (858) 715-5810 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 ° Fax: (714) 664-0252 Offices Nationwide 13 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: November 18, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-73 14 Report No: 8385 \ ENGINEER: CARLOS ACERO, CIVIL ENGINEER Project: Carlsbad - 2005 Pavement Overlay Project - Lab Lab No.: 15998 No. C-67O'l ' j' C Location: Carlsbad, CA Sampled: Date: 11/7/05 By: TESD Type of Material: 203-11 AR}{M-GG-C (1/2") Submitted: Date: 11/7/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: ESTURNIOR (SAMPLE #3) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 100 90-100 3/8" 82 78-92 NO.4 38 2842 8 21 15-25 16 15 30 11 5-15 50 8 100 200 ' 3.5 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS - 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego, California 92111 Murriela, California 92562 Palm Springs, California 92262 (858) 715-5800 Fax; (858)-7l5-58l0 (951) 677-0366 0 Fax: (95 1) 677.5761 (760) 325-8378 • Fax: (760) 325-7480 Offices Nationwide - 2001 East First Street Santa Ana, California 92705 (7 14) 568-7300 * Fax: (7 14) 664-0252 I ' Report No. 8385 / TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.3 % BY WI. OF AGGREGATE . 7.9 7.5-8.7 LAB COMPACTED UNIT . 304 & WI., PCF (HWEM) 138.1 308 STABILOMETER VALUE 28 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.0 309 VOIDS, MIX % 6.1 * 3-6 367 DOES NOT CONFORM 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 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, Califomis'921 11 - Murrieta. California 92562 • Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 ° Fax: (858) 7 15-58 10 (95 1)677-0366 0 Fax: (95 1) 67775761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT c Carlsbad, CA 92008-7314 C67O31 oFESS1 Address: 5950 El Camino Real O o. Exp.9I' Report No: 8495 ENGINEER: CARLOS ACERO, CIVIL ENGINEER I o\ BCE Lab No.: SD16088 OF C Proj ect: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/18/05 By: TESD Type of Material: 203-li ARHM-GG-C (1/2") Submitted: Date: 11/18/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Not Submitted SIEVE ANALYSIS ASTM C 136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 97 90-100 3/8" 75 * 78-92 NO.4 33 28-42 8 18 15-25 16 13 30 10 5-15 50 8 100 5 200 3.7 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 41146 Elm Street, Suite A 820 Research Drive. Suite 2 San Diego, California 92111 .. Murrieta, California 92562 Palm Springs, California 92262 (858) 715-5800 • Fax: (858) 715-5810 (951) 677-0366 • Fax: (95 1) 677-5761 (760)325 -8378 4 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714)568-7300 0 Fax: (714) 664-0252 Report No.' 8495 1828 IUL1 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 6.4 %BY WT. OF AGGREGATE 6.8 * 7.5-8.7 LAB COMPACTED UNIT 304 &. WT., PCF (HVEEM) 137.7 308 STABILOMETER VALUE 24 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.0 309 VOIDS, MIX % 6.3 * 3-6 367 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, Cahfn-tia'92I II Murrieta. California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 1 Fax: (858) 715-5810 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 22, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real' Carlsbad, CA 92008-7314 S OSSIQN 44 cLtAESTO Report No: 8499 C, C, ENGINEER: CARLOS ACERO, CIVIL ENGINEER odO5t Lab No.: SD 16126 Cr R-E 4Z- Pavement Overlay Project - Lab BA 0 Location: OF C Sampled: Date: 11/28/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/28/05 By: TESD Source of Material: Vulcan Carroll Canyon Location Sampled: Not Submitted SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 75 * 78-92 NO.4 39 2842 8 24 15-25 16 28 30 12 5-15 50 8 100 5 ' 200 3.4 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 , Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-58110 0 Fsx(858r715-5810 ' (951) 677-0366 1 Fax: (951) 677-5761 '(760)325-8378 • Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide Report No. 8499 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) 140.0 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.1 309 VOIDS, MIX % * 4.8 3-6 367 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 4146 Elm Street, Suite A' 820 Research Drive, Suite 2 2001 East First Street San Diego, California 42111 Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 • Fax: (858) 715-5810 (951) 677-0366 • Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide n PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 5, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8425 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 16072 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA S SfiNES Sampled: Date: 11/14/05 By: TESD /"? Type of Material: 203-11 ARHM-GG-C (1/2") . . Lu ' . C-6701 Submitted: Date: 11/14/05 By: TESD EXP. RCE )7J Source of Material: VULCAN CARROLL CANYON Location Sampled: COLIBRI & FLAMENCO (SAMPLE #7)NG SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 80 78-92 NO.4 38. 28-42 8 21 15-25 . 16 15 . 30 11 5-15 5• 50 8 100 .5 200 3.4 2-7 Testing Engineers'- U.S. Laboratories 7895 Convoy Court. Suite IS 41146 Elm Street, Suite A 820 Research Drive, Suite 2 - 2001-East First Street San Diego, California 92111 . . Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (95 1) 677-0366 0 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide Report No. 8425 \:!q_) 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 7.5 7.5-8.7 LAB COMPACTED UNIT - 304 & WT., PCF (HVEEM) 138.6 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE - METHOD) 147.8 309 VOIDS, MIX % 6.2 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California921 II - Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 4 Fax: (858) 715-5810 (95 1) 677-0366 0 Fax: (95 1) 677-5761 '(760) 325-8378 0 Fax: (760) 325-7480 (7(4) 568-7300 Fax: (714) 664-0252 Offices Nationwide Eil (.,Ur I PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 5, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8426 ENGINEER: CARLOS ACERO, CIVIL ENGINEER ,f9E —'\ Lab No.: 16073 OT Project: Carlsbad - 2005 Pavement Overlay Project - Lab * ( /91 Location: Carlsbad, CA \,, ' Sampled: Date: 11/14/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/14/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: WEST END OF LUCIERNAGA, MIDDLE LANE (SAMPLE #8) --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiation 3/4" 100 100 1/2" 99 90-100 3/8" 81 78-92 NO.4 38 2842 8 21 15-25 16 15 30 11 5-15 50 8 100.5 200 3.1 2-7 Testing Engineers U.S. Laboratories 7895 Convoy Court, Suite IS - 41146 Elin Street, Suite A. 820 Research Drive. Suite 2 2001 East First Street San Diego. Catiforni 92111 - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-58W (951) 677-0366 • Fax: (95 1) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 Fax: (714) 664-0252 Offices Nationwide Report No. 8426 lIIcI 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 (1-IVEEM) 136.5 308 STABILOMETER VALUE 21 * 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.9 309 VOIDS, MIX % 7,7 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO Y2" 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 - 41146 Elm Street. Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego. Cal ifo.rnii 2111 - Murrieta, California 92562 Palm Springs California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 5, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8427 ENGINEER: CARLOS ACERO, CIVIL ENGINEER - 'Lab No.: 16064 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/16/05 By: TESD Type of Material: 203-11 ARI-IM-GG-C (1/2") Submitted: Date: 11/16/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: 7107 OBEUSCO CIRCLE (SAMPLE #12) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifi€ation 3/4" 100 100 1/2" 99 90-100 3/8" 79 78-92 NO. 4 37 28-42 8 '22 15-25 16 15 30 12 5-15 50 8 100 5 200 3.4 2-7 O FEs7 4RNES No. C-7 Exp. J RCE ENG Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858)715-5860 0 Fiix(851)715-5810 (951) 677-0366 0 Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664-0252 Offices Nationwide 1' 826 Report No. 8427 . 4, _luI.1_ TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified 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) 137.1 308 STABILOMETER VALUE 20* 23MThL 366 THEORETICAL MAXIMUM. DENSITY, PCF (RICE METHOD) . 146.0 309 VOIDS, MIX % 6.1 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO Y2" 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 4146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California 92111 - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858)715-5800 • Fax: (858)715-5810 (951 ) 677-0366 4 Fax: (951) 677-5761 1 (760)325-8378 1 Fax: (760) 325-7480 (714)568-7300 0 Fax: (714) 664-0252 Offices Nationwide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 5, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8428 ENGINEER: CAkLOS ACERO, CIVIL ENGINEER No. C-67 Lab No.: 16065 ( Exp. 9/30/6C XT * RCE Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/16/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/16/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: ALGA RD EBND LN, SOUTH BIKE LN CONES (SAMPLE #13) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiation 3/4" 100 100 1/2" 98 90-100 3/8" 78 78-92 NO.4 35 28-42 8 20 . 15-25 16 14 30 11 5-15 50 8 - 100 5 200 3.3 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 4146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street - San Diego. California 9,1-1 11 . . Murrieta. California 92562 . Palm Springs, California 92262 Santa Ana, California 92705 (858)715-5800 ° Fax: (858)715.5810 (951)677-0366 0 Fax: (95l)677-576l (760)325-8378 Fax: (760) 325-7480 (714)568-7300 Fax: (7 14) 664-0252 Offices Nationwide / . uv Report No. 8428 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 7.8 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.2 308 STABILOMETER VALUE 16* 23 MIN. 366 THEORETICAL MAXIMUM - DENSITY, PCF (RICE METHOD) 146.2 309 VOIDS, MIX % 6.2 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO Y2" 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California I Murrieta, California 92562 Palm Springs, California 92262 Santa Ana. California 92705 18581 715-5800 Fax: (858) 715-5810 (951) 677-0366 Fax: (951) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568.7300 • Fax: (714) 664-0252 Offices Nationwide 15'' PLABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 5, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 ~kOFESSIO '14 Report No: 8429 / ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 16066 ui Exp. 91301-06 Project: Carlsbad - 2005 Pavement Overlay Project - Lab RCE Location: Carlsbad, CA Sampled: Date: 11/16/05 By: TESD Type of Material: 203-I1 ARHM-GG-C (1/2") Submitted: Date: 11/16/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: ALGA RD EBND NORTH SIDE LN & ESTRELLA DE MAIZ RD (SAMPLE #14) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 80 78-92 NO. 4 40 28-42 8 23 15-25 16 16 30 12 5-15 50 9 100 6 200 4.2 2-7 Testing Engineers - U.S. LaboratOries 7895 Convoy Court, Suite 18 4146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, California .92111 ... - Murrieta. California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 Fax: (858) 715-5810 (951) 677-0366 0 Fax: (951) 677-5761 - (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide / Report No. 8429 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 'S % TOTAL MIX 7.5 % BY WT. OF AGGREGATE 8.2 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.3 308 STABILOMETER VALUE 22* 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.3 309 VOIDS, MIX % 5.5 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California 92111 - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858)71'5-5966 0 Fai: (858iI5-58lO (951) 677-0366 4 Fax: (951)677.5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 Fax: (714) 664-0252 Offices Nationwide t-uv. 1825 11I1 (( Q::\ \)7 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 5, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8430 a01 ENGINEER: CIVIL ENGINEER 04 c9 :::' No. C-67031 Lab RCE Project: Carlsbad - 2005 Pavement 'Overlay Project - Lab Location: Op CALIVO Sampled: Date: 11/15/05 By: TESD Type of Material: 203-11 ARFLM-GG-C (1/2") Submitted: Date: 11/15/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled:- 6834 URUBA, MIDDLE LANE (SAMPLE #9) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 80 78-92 NO.4 38 28-42 p 8 20 15-25 16 14 , 30 10 5-15 50 7 100 5 200 3.2 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, Cali forni.2 Ill Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (951)677-0366 • Fax: (951) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide - 828 Report No. 8430 4, TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise sDecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.1 %BY WT. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.0 308 STABILOMETER VALUE 27 23 IvllN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.2 309 VOIDS, MIX % 6.9 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO l/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 4146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 - Munieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858)715-5800 • Fax: (858) 715-5810 (951)677-0366 1 Fax: (951)677-5761 (760)325-8378 • Fax: (760) 325-7480 (714)568-7300 • Fax: (714)664-0252 Offices Nationwide 1828 _luI.1— PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 5, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8431 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 16062 cz( Exp. 9/30/ V. I o I Project: Carlsbad - 2005 Pavement Overlay Project - Lab ACE Location: Carlsbad, CA Sampled: Date: 11/15/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/15/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: 7014 LLAMA ST (SAMPLE #10) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 80 78-92 NO. 4 43 28-42- 8 27* 15-25 16 20 30 15 5-15 50 11 100 7 . 200 4.7 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court.'Suite 18 4146 Elm Street, Suite A 820 Research Drive. Suite 2 San Diego. Caltfornia921 II - Murriets, California 92562 Palm Springs. California 92262 (858) 715-5800 • Fax: (858) 715-5810 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 4 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568-7300 • Fax: (7 14) 664-0252 Report No. 8431 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 7.8 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 138.6 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.6 309 VOIDS, MIX % 5.5 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO Y2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). LI ri Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 .(858) 715-5860 ° Fix: (85j'7t5-58t0 • • (951)677-0366 0 Fax: (951) 677-5761 (760) 325-8378 o Fax: (760) 325-7480 (714)568-7300 0 Fax: (714) 664-0252 . Offices Nationwide 0 U U V'~ 26 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 5, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8432 OFES S'OA' ENGINEER: CARLOS O, CIVIL ENGINEER ________ Lab No.: 16063 No. C-67031 b Project: Carlsbad - 2005 Pavement Overlay Project - Lab RCE Location: Carlsbad, CA EN X Sampled: Date: 11/15/05 By: TESD Type of Material: 203-11 ARI-IM-GG*C (1/2") Submitted: Date: 11/15/05 By: TESD Source of Material: VULCAN CARROLL CANYON S Location Sampled: 2604 OBELISCO PL (SAMPLE #11) --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 80 78-92 NO.4 35 28-42 8 18 15-25 16 13 30 10 5-15 50 7 100 4 200 3.0 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A - 820 Research Drive. Suite 2 2001 East First Street San Diego, CaLiIornta921 II - Murrieta, California 92562 Palm Spri ngs, California 92262 Santa Ana, California 92705 (858) 715-5800 ° Fax: (858) 715-5810 (951) 677-0366 • Fax: (951) 677-5161 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide Report No. 8432 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) 137.3 308 STABILOMETER VALUE 27 . 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.5 309 VOIDS, MIX % 6.9 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. - - DOES NOT CONFORM 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 IS 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street Sun Diego, California 92111 . - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana. California 92705 (858)715-5800 * Fax: (858) 715-5810 (951)677-0366 ' Fax: (95 1) 677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664-0252 Offices Nationwide 41 \\ 28 ) • Li PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8466 ~j;OrESS/O ENGINEER: CIVIL ENGINEER :i:0 Lab Project: Carlsbad - 2005 Pavement Overlay Project - Lab \\ ,\ ACE JJ Location: Carlsbad,CA 'ENG / Sampled: Date: 11/18/05 By: TESD OF CA0~0 Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/18/05 -By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: 2169 ALGA RD EASTBOUND LANE, SOUTH LANE (SAMPLE #15). ---------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiation 3/4" 100 100 1/2" 99 90-100 3/8" 78 78-92 NO. 4 33 2842 8 17 15-25 16 12, 30 9 5-15 50 6 100 4 200 2.7 2-1 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street. Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, California.921 II .. - Murrieta, California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 ' Fax: (858) 715-58 10 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664-0252 Offices Nationwide 1 Report No. 8466 _lII.1_ TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.6 %BY WT. OF AGGREGATE 7.0 * •' 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 141.9 308 STABILOMETER VALUE 28 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.1 309 VOIDS, MIX % 4.2 3-6 367 * DOES NOT CONFORM TO SPECIFICATIONS. DOES NOT CONFORM TO 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 41146 Elm Street. Suite A. 80 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 6 Fthi:(85715-5810 - (951) 677-0366 1 Fax: (951)677-5761 (760) 325-8378 Fax: (760) 325.7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide :-- 1828 \ L' L • PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad CA 92008-7314 Report No: 8467 Iz?, of ESSlO/V'q4 ENGINEER: CARLO: ACERO, CIVIL ENGINEER Lab No.: 16090 UJ 91301gy Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA OF Sampled: Date: 11/18/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11118105 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: 2043 ALGA RD WESTBOUND LANE, NORTH LANE, (SAMPLE #16) 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 37 28-42 8 21 15-25 16 15 30 11 5-15 50 8 100 6 200 3.8 2-7 - Testing Engineers - U.S. Laboratories 7895 Convoy Cowi, Suite 18 41146 Elm Street. Suite A 820 Research Drive, Suite 2 San Diego. California.921 II ...-Munieta: California 92562 Palm Springs. California 92262 (858)715-5800 Fax: (858) 715-58 10 (951)677-0366 0 Fax: (95 1) 677-5761 (760)325-8378 0 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568-7300 4 Fax: (714) 664-0252 #Ta. C in Report No. 8467 1828 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise sDecified 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) 139.2 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.0 309 VOIDS, MIX % 4.7 3-6 367 cuN1UKMS:W ½" 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 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92.111 Murrieta, California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 1 Fax: (858) 715-5810 (951) 677-0366 • Fax: (951) 677-576) (760) 325-8378 Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664-0252 Offices Nationwide Date: Job No: Client: Address: Report No: ENGINEER: PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE December 12, 2005 SD2005-0405 CITY OF CARLSBAD - ENGINEERING DEPARTMENT 5950 El Camino Real Carlsbad, CA 92008-7314 8468 CARLOS ACERO, CIVIL ENGINEER ,/( • 06 C6703l - Lab No.: 16091. LU EXP. /' RCE Project: Carlsbad - 2005 Pavement Overlay Project - Lab \*\ Location: Carlsbad, CA PA Sampled: Date: 11/18/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/18/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: ALGA RD EASTBOUND LANE, SOUTH LANE NEAR TRANSFORMER (SAMPLE #17) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 78 78-92 NO. 4 38 28-42 8 24 15-25 16 17 30 13 5-15 50 9 100 6 200 3.7 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS 4146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. Californi 92111 Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 Fax: (858) 7)5-5810 (951) 677-0366 1 Fax: (951)677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664.0252 Offices Nationwide Report No. 8468 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 73 %BY WT. OF AGGREGATE 7.9 7.5-8.7 LAB COMPACTED UNIT WT., PCF (HVEEM) 140.5 STABILOMETER VALUE 25 23 MIN. THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 148.1 VOIDS, MIX % 5.1 3-6 CONFORMS TO 'A" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). 304 & 308 366 309 367 Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 92111 Murrieta, California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 • Fx: (85g1'715-5810 (951) 677-0366 * Fax: (951) 677-5761 (760) 325-8378 n Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide V ________ - 7826 gIIcI PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 I? OFESsIOAI,, Report No: 8469 -Y SykNES?-O .0 CARLOS ACER °' CIVIL ENGINEER No. C-6703i to M Lab Cr Exp. 91301_g& Project: Carlsbad - 2005 Pavement Overlay Project - Lab RCE Location: Carlsbad, CA R4 OF CM Sampled: Date: 11/18/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") • Submitted: Date: 11/18/05 By: TESD Source of Material: VULCAN CARROLL CANYON' Location Sampled: 2370 ALGA RD WESTBOUND, NORTH LANE, (SAMPLE #18) --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/411 100 100 1/2" 99 90-100 3/8" 87 78-92 ' NO.4 44* 2842 8 23 15-25 16 17 30 14 5-15 ,, V 50 10 • 100 7 200 4.9 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, California 921 I • • Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 Fax: (858) 715-5810 (951) 677.0366 * Fax: (951)677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide 1' IA• 1rL% - In Report No. 8469 1828 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 74 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.2 308 STABILOMETER VALUE 24 23 MH'4. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.2 309 VOIDS, MIX % 4.8 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO 1A" 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 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego C-tlifornta 92111 - Murneta California 92562 Palm Springs. California 92262 Santa Ana California 92705 (858) 715-5800 0 Fax: (858) 715-5810 (951)677-0366 Fax: (951)677-5761 (760) 325-8378 0 Fax: (760) 325-7480 (714) 568-7300 ° Fax: (714) 664-0252 Offices Nationwide uv 1828 co PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 SR11 E,1' Report No: 8470 ENGINEER: CARLOS ACERO, CIVIL ENGINEER C-67031 o ( I ,9/3OI2C RCE * Lab No.: 16093 * Project: Carlsbad - 2005 Pavement Overlay Project - Lab OF CAO'VO Location: Carlsbad, CA Sampled: Date: 11/18/05 By: TESD Type of Material: 203-I1 ARHM-GG-C (1/2") Submitted: Date: 11/18/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: ALGA RD EASTBOUND LANE, NORTH LANE (SAMPLE #19) 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 37 28-42 8 21 15-25 16 15. 30 12 5-15 50 8 100 6 200 3.7 2-7 I 2001 East First Street Santa Ana, California 92705 (714) 568-7300 • Fax: (7 14) 664-0252 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego. California 92111 Murrieta. California 92562 Palm Springs, California 92262 (858)715-5800 • Fax: (858) 715-5810 (951) 677-0366 • Fax: (95 1) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 Offices Nationwide 826 Report No. 8470 4, WE 1 IW.i:L TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise soecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 7.1 %BY WT. OF AGGREGATE 7.6 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.2 308 STABILOMETER VALUE 26 23 MN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.3 309 VOIDS, MIX % 6.2 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO Y2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARDSPECIFICATIONS (OPERATING RANGE LIMITS). Testing Engineers - U.S. Laboratories 7895 Convoy Court. Suite 18 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego. California 92111 - Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0ax: (858) 715-5810 (95 1) 677-0366 • Fax: (951) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 • Fax: (714) 664-0252 Offices Nationwide 1825 IIL1 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad CA 92008-7314 Report No: 8471 '/0 40 Q ENGINEER: CLOS ACERO, CIVIL ENGINEER Lab No.: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/22/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/22/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: 7499 ALTIVA LANE, WEST LANE (SAMPLE #20) --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 98 90-100 3/8" 81 78-92 NO. 4 35 28-42 8 20 15-25 16 14 30 11 5-15 50 8 100. 6 200 3.9 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. CalifqMiA 92 Ill - Murrieta, California 92562 Palm Springs. California 92262 Santa Ana, California 92705 (858) 715-5800 Fax: (858) 715-5810 (95 1) 677-0366 0 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 Fax: (714) 664-0252 Offices Nationwide Report No. 8471 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 6.7 %BY WT. OF AGGREGATE 7.2 * 7.5-8.7 LAB COMPACTED UNIT WT., PCF (HVEEM) 137.8 STABILOMETER VALUE 23 23 MIN. THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.6 VOIDS, MIX % 6.6 * 3-6 304 & 308 366 309 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM 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 41146 Elm Street, Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, California 92111 - Murricta. California 92562 Palm Springs. California 92262 Santa Ana. California 92705 (858) 715-5800 ° Ftix:(8557l5.5$l0 (951) 677-0366 4 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664-0252 Offices Nationwide 7828 _luI1_ COPY PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real 'Carlsbad, CA 92008-7314 - Report No: 8472 EXP 9/304T, ENGINEER: CARLOS ACERO, CIVIL ENGINEER CE Lab No.: 16167 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/22/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/22/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: PENTAS 1853, NORTH LANE (SAMPLE #21) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiation 3/4" 100 100 1/2" 98 90-100 - 3/8" 74 * 78-92 NO. 41 31 28-42 8 18 15-25 16 13 30 10 5-15 50 8 100 5 200 3.7 2-7 - Testing Engineers - U.S. Laboratories - 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego. California 92111 Murrieta. California 92562 Palm Springs, California 92262 (858) 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 0 Fax: (951)677-5761 (760) 325-8378 • Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714)568-7300 0 Fax: (714) 664-0252 Report No. 8472 TE - USL PS. LABS TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise snecified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.5 %BY WT. OF AGGREGATE 7.0 " 7.5-8.7 LAB COMPACTED UNIT . 304 & WI., PCF (HVEEM) 137.7 308 STABILOMETER VALUE 27 23 M11'4. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.1 309 VOIDS, MIX % 6.4 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO V2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). 1 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street. Suite A 820 Research Drive. Suite 2 2001 East First Street San Diego, California 92111 Murrieta, California 92562 Palm Springs, California 92262 Santa Ana. California 92705 (858) 715-5800 • F4x: (858)715-5810 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 0 Fax: (714) 664-0252 Offices Nationwide TIE - USL LABS PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: . 5950 El Camino Real Carlsbad, CA 92008-7314 J) ((jc j)) Report No: 8473 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 16168 CAL ~O Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/22/05 By: TESD Type of Material: 203-11, ARHtvI-GG-C (1/2") Submitted: Date: 11/22/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: SORREL CT 1748, NORTH LANE (SAMPLE #22) SIEVE ANALYSIS ASTM C 13 6 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 81 78-92 NO. 4 40 28-42 8 21 ,. 15-25 16 15 30 11 5-15 50 8 100 5 200 3.3 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite IS 4146 Elm Street. Suite A 820 Research Drive, Suite 2 San Diego. California 92111 Muirieta, California 92562 Palm Springs, California 92262 (858) 715-5800 1 F(x:i8015-5810 (95r) 677-0366 • Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714)568-7300° Fax: (714) 664-0252 (Efl 1828 Report No. 8473 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 & WI., PCF (HVEEM) 137.1 308 STABILOMETER VALUE 23 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.9 309 VOIDS, MIX % 6.0 3-6 367 CONFORMS TO '/2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). Testing Engineers - U.S. Laboratoris 7895 Convoy Court, Suite 18 41146 Elm Street. Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California 92111 Murneta, California 92562 Pain, Springs. California 92262 Santa Ana, California 92705 (858) 715.5800 • Fiii: (887i5-58I0 95T) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (7 14) 568-7300 4 Fax: (714) 664-0252 Offices Nationwide u V6 A. 8#2 8 PHYSICAL PROPERTIES OF. ASPHALTIC CONCRETE Date: December 21, 2005 Job No: SD2005-0405 -- Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT çOFESSio4, Address: 5950 El Camino Real GjkNES70 Carlsbad, CA 92008-7314 . . \ cNo. C67031ç Report No: 8496 . . . ''CC Exp. 9/30/ ENGINEER: CIVIL ENGINEER 01 * RCE * ENG Lab No.:16 121 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/22/05 By: TESD Type of Material: 203-11 ARI-IM-GG-C (1/2") Submitted: Date: . 11/22/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: 7104 ROSE DR (SAMPLE #23) --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C136 / Sieve % Passing . Size Accumulative Specification 100 100 1/2" 99 90-100 3/8" 79 . 78-92 NO.4 45* 28-42 8 27* 15-25 16 19 30 15 5-15 50 10 . 100 7 200 4.2 2-7 . Testing Engineers - U.S. Laboratories * 7895 Convoy Court. Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego. California921 11 - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858)715-5800 • Fax: (858) 715-58 10 (951)677-0366 0 Fax: (951) 677-5761 (760)325-8378 1 Fax: (760) 325-7480 (714)568-7300 Fax: (714) 664-0252 Offices Nationwide Report No. 8496 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 8.3 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 139.7 308 STABILOMETER VALUE 26 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.3 309 VOIDS, MIX % 5.2 3-6 367 DOES NOT CONFORM 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 4146 Elm Street, Suite A 820 Research Drive, Suite 2 2001 East First Street San Diego, CâlifOrnic92 Ill - Murrieta. California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 0 Fax: (858) 7 15-58 10 (951) 677-0366 Fax: (95 1) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 1 Fax: (714) 664-0252 Offices Nationwide 1825 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 21, 2005 Job No: SD2005-0405 - Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real 7-0 Carlsbad,CA 92008-7314 14ES co Report No: ENGINEER: CARLOS ACERO, CIVIL ENGINEER ¶ -/o(eu * RCE* - ES Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/22/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/22/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: 2476 TORRESON PL (SAMPLE #24) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specifiation 3/4" 100 100 1/2" 98 90-100 3/8" 81 78-92 NO.4 38 2842 8 22 - 15-25 16 16 30 12 p5-15 50 9 100 6 200 4.1 2-7 Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A 820 Research Drive, Suite 2 San Diego. California-921 II - Murrieta. California 92562 Palm Springs, California 92262 (858) 715-5800 • Fax: (858) 715-5810 (95 1) 677-0366 1 Fax: (951)677-5761 (760) 325-8378 0 Fax: (760) 325-7480 Offices Nationwide 2001 East First Street Santa Ana, California 92705 (714) 568-7300 1 Fax: (714) 664-0252 t'uv, Report No. 8497 1826 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % TOTAL MIX 7.5 %BY WT. OF AGGREGATE 8.1 7.5-8.7 LAB COMPACTED UNIT n 304 & WT., PCF (HVEEM) 138.8 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.2 309 VOIDS, MIX % 4.4 3-6 367 CONFORMS TO W' 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 4146 Elm Street, Suite A 820 Research Drive, Suite 2 - 2001 East First Street San Diego. California-921 II - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858) 715-5800 Fax: (858) 715-5810 (951) 677-0366 Fax: (95 1) 677-5761 (760) 325-8378 1 Fax: (760) 325-7480 (714) 568-7300 Fax: (714) 664-0252 Offices Nationwide ve (429 lIL1 PHYSICAL PROPERTIES OF-ASPHALTIC CONCRETE Date: December 21, 2005 -' Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real 0:ESSIOt1 Carlsbad, CA 92008-7314 ,1EST0 4Q 0 Report No: 8498 NEER: CARLOS ACERO, CIVIL ENGINEER cc G-31 0 FkGE Lab No.: 16123 EIR Project: Carlsbad - 2005 Pavement Overlay Project - Lab OF - Location: Carlsbad, CA Sampled: Date: 11/22/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/22/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: 2403 BURGOS CT (SAMPLE 425) --------------------------------------------------------------------------------------------------------------- SIEVE ANALYSIS ASTM C 13 6 Sieve % Passing Size Accumulative Specifi6ation 3/4" 100 100 1/2" 99 90-100 3/8" 83 78-92 NO. 4 40 28-42 8 21 15-25 16 15 30 11 5-15 50 8 100 5 200 3.4 2-7 nE Testing Engineers - U.S. Laboratories 7895 Convoy Court, Suite 18 , 4146 Elm Street. Suite A - 820 Research Drive, Suite 2 2001 East First Street San Diego, California-921 II - Murrieta, California 92562 . Palm Springs, California 92262 Santa Ass, California 92705 1858> 715-5800 0 Fax: (858) 715-5810 (951) 677-0366 1 Fax: (951) 677-5761 (760) 325-8378 • Fax: (760) 325-7480 (714) 568-7300 Fax: (714) 664-0252 Offices Nationwide S 10: 0 (J Report No. 8498 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 ., 8.1 7.5-8.7 LAB COMPACTED UNIT 304& WT., PCF (HVEEM) 139.2 308 STABILOMETER VALUE 28 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 146.3 309 VOIDS, MIX % 4.9 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 IS 41146 Elm Street. Suite A 1 820 Research Drive. Suite 2 2001 East First Street San Diego, California-921 II - Murrieta, California 92562 Palm Springs, California 92262 Santa Ana, California 92705 (858)715-5800 1 Fax: (858) 715-5810 (951)677-0366 0 Fax: (95 1) 677-5761 (760)325-8378 • Fax: (760) 325-7480 (714)568-7300 0 Fax: (714) 664-0252 Offices Nationide PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8471 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 16166 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/22/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/22/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: 7499 ALTIVA LANE, WEST LANE (SAMPLE #20) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 81 78-92 NO.4 35 2842 8 20 15-25 16 14 30 / 11 5-15 50 8 * 100 6 200 3.9 2-7 Report No. 8471 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) 137.8 308 STABILOMETER VALUE 23 23 Mll'4. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.6 309 VOIDS, MIX % 6.6 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO V2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). I / PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8472 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 16167 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/22/05 By: TESD Type of Material: 203-11 AR}{M-GG-C (1/2") Submitted: Date: 11/22/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: PENTAS 1853, NORTH LANE (SAMPLE #21) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 98 90-100 3/8" 74 * 78-92 'NO.4 31 28-42 8 18 15-25 16 13 30 10 5-15 50 8 100 . 5, 200 3.7 2-7 Report No. 8472 TEST STANDARDS ARE CALIFORNIA TEST METHODS (unless otherwise specified) TEST RESULT SPECIFICATION TEST STD ASPHALT CONTENT % 382 % OF TOTAL MIX 6.5 % BY WT. OF AGGREGATE 7.0 * 7.5-8.7 LAB COMPACTED UNIT 304 & WT., PCF (HVEEM) 137.7 308 STABILOMETER VALUE 27 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 147.1 309 VOIDS, MIX % 6.4 * 3-6 367 * DOES NOT CONFORM TO SPECIFICATION. DOES NOT CONFORM TO V2" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS). PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: December 12, 2005 Job No: SD2005-0405 Client: CITY OF CARLSBAD - ENGINEERING DEPARTMENT Address: 5950 El Camino Real Carlsbad, CA 92008-7314 Report No: 8473 ENGINEER: CARLOS ACERO, CIVIL ENGINEER Lab No.: 16168 Project: Carlsbad - 2005 Pavement Overlay Project - Lab Location: Carlsbad, CA Sampled: Date: 11/22/05 By: TESD Type of Material: 203-11 ARHM-GG-C (1/2") Submitted: Date: 11/22/05 By: TESD Source of Material: VULCAN CARROLL CANYON Location Sampled: SORREL CT 1748, NORTH LANE (SAMPLE #22) SIEVE ANALYSIS ASTM C136 Sieve % Passing Size Accumulative Specification 3/4" 100 100 1/2" 99 90-100 3/8" 81 78-92 NO.4 40 2842 8 21 15-25 16 15 30 11 5-15 50 8 100 5 200 3.3 2-7 Report No. 8473 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) 137.1 308 STABILOMETER VALUE 23 23 MIN. 366 THEORETICAL MAXIMUM DENSITY, PCF (RICE METHOD) 145.9 309 VOIDS, MIX % 6.0 - 3-6 367 CONFORMS TO 'A" MAXIMUM, MEDIUM REQUIREMENTS, SECTION 39, OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (OPERATING RANGE LIMITS).