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HomeMy WebLinkAbout3675; ENCINA BASIN WATER RECLAMATION PROGRAM; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 2004-02-04'an Te ~iego, Inc. LFEB-9201QA IV Sir SION IVISION PRSIe.AI. 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 ENGINEER: Permit: N/A Report No: 6540 is Application: Fxp.- 12131/05 Lab No.: 11009 CIVIL Project: Carlsbad Water Recycling Facility .Location: Avenida Encinas , 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 ASTMCl6 Sieve %,Passing Size Accumulative Specification 1" 100 3/4" 100 87100 1/2 87 70-87 3/8" 77** 55-76 NO. 4 6i .35-52 16 .43 30 25 :- .g54L-;!'' . . J (_ 50 1 5 100 9 S 200 6.0 0-7 Established 1946 Testing Engineers - San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 921 1 1 [858] 715-5800 Fax [858) 7 15-58 10 .- Report, No 6540 TEST STANDARDS ARE ASTM TEST ' (tinIessotheris spcified) 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 D1561 & WT., PCF (HVEEM) , ' . 147.1 D2726 STABILOMETER VALUE 46 35 MIN. - D1560 THEORETICAL MAXIMUM . -D2041 DENSITY, PCF (RICE . . METHOD) * 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). COMPACTION TEST REPORT Curve No.: 8 Project No.: 46700 Date: Project: Carlsbad Water Recycling Facility Location: INT PLACE Elev./Depth: @ST ROAD 01; CA Remarks: TESD NO. 10872 Es MATERIAL DESCRIPTION Description: CRUSHED AGGREGATE BASE Classifications - USCS: AASHTO: Nat. Moist. = Sp.G. = Liquid Limit = Plasticity Index = %>.314in. 4.1% %<No.200 150 140 130 -- - - 120 110 100 11 911 90 80 '• •: Test specification: . - . . .. - ASTM D 1557 91 Procedure C Modified -. - REVIEWED BY MEHRZAD MAGHSOUDLOU [RATE' 30t71 - - - 100% SATURATION CURVES - FOR SPEC. GRAy. EQUAL TO: 2.8 2.6 10 15 20 25 Water content, % —TESTING ENGINEERS 35 - . 40 Plate