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HomeMy WebLinkAbout3675; ENCINA BASIN WATER RECLAMATION PROGRAM; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 2004-02-11i.. 0 0 • R-eport NO. 6574: TEST STANDARDS ARE ASTIv1 otherwise lEST RESULT SPECIFICATION- . ;. TEST STD • ASPHALT I CONTENT % D6307 % OF TOTAL MIX • . 54 ••. - .• %I3Y WT. OF AGGREGATE 5.7 4.6-6.0 . . 0 • LAB COMPACTED UNIT WI... .. . DI-561 & I'CF(HVEEM) . . 45.9 . . •, 02726 STAI3ILOMETER VALUE . 49 33 MIN. .. D1560 . . THEORETICAL MAXIMUM. DENSITY, PCF (RICE METHOD) D2041 VOIDS MIX % D3203 CONFORMS TO CLASS C2 REQUIREMENTS OF THE S1'ANDARD.SPECIFJCATIONS FOR PUBLIC WORKS CONSTRUCTION MOVING AVERAGE LIMIT). •• - .. -. 0 0, ..• PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: February 4, 2004 Job No: 46700 Client: CITY OF CARLSBAD Address: 1635 Faraday Avenue Carlsbad Ca 92008-7314 Plan Number: N/A Permit: N/A , Application: N/A S Report No: 6540 . ... ENGINEER: CHAD DAVIS, CIVIL ENGINEER , Lab No.: 11009 Project: Cai:lsbadWater Recycling Facility Location: Avenida Endinas Sampled: Date. 1/27/04 By: TESD .. . Type of Material: SSPWC, Sec. 203-6 Class B ' Submitted: Date: 1/27/04 By. TESD . Source of Material: Superior Ready Mix, Mission Gorge Location Sampled Sta. 2+50 SIEVE ANALYSIS ASTM C136 - • • • , S Sieve % Passing ' • ' • .,' - • Size Accumulative Specification . . • • -S I" 100 . . S • , .3/4" 100' , -87-100 /2" 87 70-87 . - -• 3/8" 77*,:.: . 55-76 • - NO.4 61: 35-52 - 8 47* 22-40 ' - • . 16 34 30 • 25 - • 8-24 . • • • 50, 15 , 5-18 • - • - • 100 9 .• 200 60 0-7 - • . . - . S _ 7895 Convoy Court, Suite 18 • San Diego, California 92111 • (858) 715-5800 • Fax: (858) 715-5810 • Offices Nationwide • . -: • .5,. - Report No. 6540 . TEST_STANDARDS_ ARE _ASTM_(unless_otherwisespe Ziff d) TEST RESULT. SPECIFICATION TEST STD ASPHALT CONTENT % D6307 %OF TOTAL MIX 4.9 . . %BY WT. OF - AGGREGATE 5.1 4.5-5.8 - LAB'COMPACTED UNIT D.1561 WT., PCF(HVE EM) . 147A D2726 STAB ILOMETER VALUE 46 35 MIN. D 156 THEORETICAL MAXIMUM . , D2041 DENSITY, PCF (RICE . • METHOD) S VOIDS, MIX % D3203 SPECIFICATIONS DATA/COMMENTS: Falls outside of the specified limits for Class B. DOES NOT CONFORM TO SECTION 204-6, CLASS B, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). • S . •, • S. . S S - 1828 'PHYSIC AI; PROPERTIES OF ASPHALTIC CONCRETE Date: February II, 2004 Job No: 46700 . Client: CITY OF CARLSBAD Address: 5950 El Camino Real Carlbad Ca 92008 . Report No: 6574. . ENGINEER: CHAD DAVIS, CIVIL ENGINEER 7. - Lab No: 11048 V Project: Carlsbad Water Recycling Facility Location: Avenida Encinas .. Sampled: Date: 1/29/04 By: TESD Type of Material: SSPWC - C2 - AR4000 (Section 203-6) Submitted: Date: 1/30/04 By: TESD Source of Material: Superior Ready Mix, Mission Gorge - - Location Sampled: Beginning of East Street - - • V SIFVFV ANALYSIS ASTM 036 :• -. V V V * Sieve % Pasiing . . . •. Size . Accumulative Specification 3/4" 100 V - 100.. 1/2" 98 95-100 3/8" 84 72-88 V NO.4 55 V 46:60 8 ' 41 . 28-42 V 16 30 V Vi V 30 20 15-27 V V V V V 50 13 . 10-20 V V V 100 8 200 5.0 0-7 Tsting Engineers - U.S. Labs 7895 Convoy Court, Suite .18 • San Diego; California 92111 #,(8 58) 715-5800 • Fax: (858) 71 5-581 0 V V . V Offices Nationwide 1 - Report No. 6.574 TEST STANDARDS ARE ASTM (unless otherwise specified) . RESULT SPECIFICATION . TEST STD TEST ASPHALT CONTENT % -. D6307 SOFTOTALMIX 5.4 . . %BY WT. OF AGGREGATE 5.7 4.6-6.0 LAB COMPACTED UNIT WT., . .. . D1561 & PCF(HVEEM) - . .145.9 . . D2726 STAB.! LOMETER VALUE 49 33 'MIN. D1560 THEORETICAL MAXIMUM . . DENSITY, PCF (RICE METHOD) - . -. D2041 VOIDS, MIX % . D3203 CONFORMS TO CLASS C2 EQUIREMENTSOF THE STANDARD SPECIFICATIONS FOR PUBLIC • WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). : Testing Engineets - San Diego, Inc Established 1946 .; PHYSICAL PROPERTIES OF A HA?r .TE Date: August 5, 2003 Job No: 46700 Job Name: CARLSBAD WATER RECYCLING FACILITY - CEO T&I ADDRESS: Avenida Encinas . Carlsbad, California Plan Number: N/A . Permit: N/A . Application: N/A Report No: ,5753 , .4/ ENGINEER: CH,V1S, CIVIL ENGINEER REVIEWED: MAGHSOUDLOU, STAFF GEOLOGIST Lab No.: 9106 Project: CARLSBAD WATER RECYCLING Location: CARfSBAD, CALIFORNIA Sampled: ...Date: 7/11/03. . .. By: . TESD ...... .. -. Type of Material: TYPE III-C2 AR4000 Submitted: Date: 7/11/03 By: TESD Source of Material: SUPERIOR MISSION GORGE Location Sampled: PROJECT SITE S --------------------------------------------------------------------------------------------------------------- SIRVE ANALYSIS ASTM C 1 Sieve % Passing Size Accumulative Specification 3/4" 100 100 - 1/2" 96 95-100 3/8" 71 ** 75-90 . NO. 4 45 ** 50-67 8 35 35-50 16 28 •• 30 21 15-30 50 13. 100 7 . . . 200 4.3 4-7 Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 9211 1 [8581 715-5800 Fax [8581 715-5810 Testing Engineers - San Diego, Inc. Established .1 946 TEST STANDARDS ARE ASTM (un1ss otherwise specified) TEST. RESULT SPECIFICATION TEST STD ASPHALT CONTENT% D6307 % OF TOTAL MIX 6.0 %BYWT.,OF 6.4 4.6-6.O AGGREGATE LAB COMPACTED UNIT 147.8 . D1561 & WT., PCF (HVEEM) - D2726 STABILOMETER VALUE 50 35 MIN. D1560 THEORETICAL MAXIMUM 154.8 D2041 DENSITY, PCF (RICE . METHOD). - VOIDS, MIX % 4.6 D3203 DOES NOT CONFORM TO TYPE III—C2 REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE. LIMITS). ** FALLS OUTSIDE OF THE SPECIFIED LIMITS FOR TYPE III—C2. . . Testing Engineers - San Diego; Inc., 7895 Convoy Court, Suite 18 San I)ieo. CA. 92111 [858] 7 5-5800 Fax- 18581 715-5810 PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE Date: August 5, 2003 Job No: 46700 Job Name CABLSBAD WATER RECYCLING FACILITY GEO T&I ADDRESS Avenida Encinas Carlsbad, California Plan Number: N/A Permit N/A Application: N/A Report No: 5752 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: &AD MAGHSOUPLOU, STAFF GEOLOGIST Lab No.: 9105 Project: CARLSBAD WATER RECYCLING• Location: CARLSBAD, CALIFORNIA Sampled: Date:' 7/11/03 By: TESD Type of Material: TYPE II1-132 AR4000 Submitted: Date: 7/11/03 By: TESD Source of Material: SUPERIOR MISSION GORGE Location Sampled: PROJECT SITE SIFVF. ANALYSTS ASTM CI 16 Sieve o,/ Passing - Size Accumulative ' Specification 1" • •, 100 • ' 3/4' 100 90-100 • 1/2'. 72 3/8" 53 ** 60-75 NO.4 41 40-55 ' •. • 8 32 27-40 16 24 30 18 , 12-22 5q• 11. 100 6 200 3.8 .3-6 • • • ------------------------------------------------------------------------------------------------------------------------- '1 stiii En6iiitei s Sin Diego Inc.,7895 Convey Court, Suite IS San Ditgo CA 92111 [8581 715-5800 Fax 18581 715-5810 0 Testing Engineers - San Diego, Inc Established 1946 TEST STANDARDS ARE ASTM (unless otherwise specified),- SPECIFICATION TEST TEST • RESULT STD ASPHALT CONTENT % . .D6307. % OF TOTAL MIX 4.7 . . % BY WT. OF 4.9 4.6-6.0 AGGREGATE LAB COMPACTED UNIT 146.4 . D1561 & WT., PCF (HVEEM) - D2726 STABILOMETER VALUE 54 35 MIN. D1560 THEORETICAL MAXIMUM 158.8 . 2041 DENSITY, PCF (RICE METHOD) : VOIDS, MIX %. 7.8 . • D3203 -OF THE STANDARD DOES NOT CONFORM TO TYPE III-B2 REQUIREMENTS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MOVING AVERAGE LIMITS). ** FALLS OUTSIDE OF THE SPECIFIED LIMITS FOR TYPE III-B2. • . Testing Engineers - San Diego, Inc.. 7895 Convoy Court, Suite 18 San Diego CA. 92111 1858] 715-5800 Fax [858.] 715-580 PHYSICAL PROPERTIES OF SOIL & AGGREGATE Date: July 23, 2003 Job No: 46700 Job Name: CARLSBAD WATER RECYCLING FACILITY - GEO T&I Address: Avenidã Enemas Carlsbad, California Plan Number: N/A Permit: N/A, Report No: 5690 ENGINEER: CHAD DAVIS, CIVIL ENGINEER REVIEWED: MEHRZAIJ MAGSOUDLOU, STAFF GEOLOGIST Lab No: 9107 , Project: CARLSBAD WATER RECYCLING FACILITY Location: CARLSBAD, CALIFORNIA Sampled:' Date: 7/11/03 By: TESD 'Type of Material: %" COMBINED MIX '. Submitted: Date: .7/11/03 By: TESD Source of Material:' 'CANYON ROCK MISSION GORGE ' Location Sampled: DRUM MIXER . . ' .• . ------------------------------------------------------------------------------------------------ STFVF. ANALYSTS ASTM Cfl6 Sieve % Passing ' Size Accumulative. * Specification 1" 100 ' 3/4" 99 1/2" 70• 3/8" 53 NO.4 37 . 8 28 16 21, 30 ' 15 50 9 100 '5 200 3.6 Testing Enginecis - San' Diego, I nc., 7895 Convoy Court, Suite 19San Diego. 'CA. '92111 [8581 715-5800 Fax 8581 '715-5810