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HomeMy WebLinkAbout3865; PALOMAR AIRPORT RD & LA COSTA AV DRAINAGE; COMPACTION TEST REPORT; 2003-05-22( COMPACTION TEST REPORT 2 Curve No.:3 Project No.: 02-03491 Date: 5/22/03 Project Palomar Airport Rd & La Costa Ave Location: 'HANSON PLANT SAN MARCOS Elev./Depth: • Remarks: TESD NO. 8156 MATERIAL DESCRIPTION - Description: RECYCLED BASE WITH A.C. Classifications USCS AASHTO Nat. Moist. - Sp.G. = Liquid Limit= Plasticity Index = % > 3/4 in. = 2.7% .- % < N6.206 6.0 % TEST RESULTS - Maximum dry density = 123 pcf Optimum moisture = 10 % - 140 Test specification: . • .' TEl :rsiI1. - _ - ASTM D 1557-91 Procedure C Modified - WE D8MEHRZM - l3O .____{t - EDAE L I 120 - - - 100% SATURATION CURVES -• - jpf • 111 •T FOR SPEC. GRAV. EQUAL TO: 2.8 2.7 = = = = a 110 = = = = 2.6 100 tFEITEIEi.. E EE jT E E LI - I iliIIIIl I 1 L111:IliiIlIItI 4+11 40 Water content, % ...'Plate Particle Size Distribution Report cE GRAINSIZE - mm % COBBLES % GRAVEL % SAND % SILT I % CLAY L 0.0 52.9 41.1 6.0 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X=NO) I in. 100.0 3/4 in. 97.3 1/2 in. 82.4 3/8 in. 70.3 #4 47.1 #8, 39.0 #16 31.0 #30 23.1 #50 15.4 #100 9.6 #200 6.0 Soil Description RECYCLED BASE WITH A.C. Atterberq Limits PL= LL= P1= Coefficients D85= 13.5 060= 7.32 050 5.36 030= 1.09 D15= 0.288 D10= 0.159 .Cu= 45.94 .C= 1.01 Classification USCS= MSHTO= Remarks TESIDNO. 8156 (no specification provided) Sample No.: 8156 Source of Sample: Date: 5/22/03 Location: HANSON PLANT SAN MARCOS Elev./Depth: Client: City of Carlsbad Project: Palomar Airport Rd & La Costa Ave TESTING ENGINEERS Project No: 02-03491 Plate