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HomeMy WebLinkAbout62-2; LAGUNA RIVIERA NO. 4; COMPACTION TEST RESULTS; 1970-07-03.71 COMPACTION TEST RESULTS -•- Joa NAME LAGUNA RIVIERA UNIT NO 4 (Streets) DATE REPORT 7-13-70 JOB NUMBER 66-237 -- -- - - - - DATES COVERED July 3, 1970 PAGE 1 Or 1 - GATE TEST RETEST NUMBER or - LOCATION -ELEVATION HOIITURE - CONTENT FIELD LACOPATORY RELATIVE DENSITY - DENSITY- - CONPACTIOM - OF TEST % DRYWT. - PCF PCP % OF LAS. DENS. JULY 3 B-i VALENCIA ST OPP Top LOT 95 of 4 7 134 0 129.0 100+ B-2 BEINVENIDO ST.' 'OPP.- Base LOT 133 ..7.5 127.0 129.0 98 7 B-3 ALONDRA ST.*OPP LOT 120 - - -- -- : - 9.3 - - -132.0 -- 129.0. -100+ B-4 PARK ST. 'OPP. LOT 114 8.1. 131'.2 129.0 100+ 1 '- - - - - -- - WOODWARD CLYDE & ASSOCIATES Consulting Soil and Foundation Engineers and Geologists MEcHANICAL ANALYSIS 11 3 ,ó 40 200 DIRECT SHEAR TEST DATA Dry Density, pcf Initial Water Content, % . Final Water Content. % . Apparent Cohesion. psf Apparent Friction Angle.-"___ . . ..••. • 1000 100 10 1.0 .0.1 O.OI• .0001 GRAIN SIZE IN MILLIMETERS !COBBLES !GAIE t & CLAY PLASTICITY CHARACTERISTICS . . Liquid Limit, Plasticity Index.. % Classification. b Unified Soil. Classification System: . U CL I1HH •.. • Till MEMNONMMINIMMINEW • i - - iiiiuun MENNIMMINIMMIN SWELL TEST DATA •. . ,. . . .. Initial Dry Density. pcf Initial Water Content,% . . . . Load. psf ••• . •• . . . . Percent Swell . .III001! . . ••••IL•• ... ..:. -.-: - - - - 2.70 2.60 SPECIFIC GRAVITY 2.50 go MAXIMUM DRY DENSITY, pcf 29.0 _ZERO AI R VOIDS CURVES •. .•. OPTIMUM MOISTURE 80 _4—H I MOISTURE CONTENT, % o •. .10. 20 30 40 .• :.. .• .. .. LABORATORY CACTIOt4 TEST GV .. . . . . . .. . . .. FILL SUITABILITY TESTS •• LABORATORY COMPACTION TEST METHOD ASTM Q1 557-641 THIBODO PIT J0ODAARD CLYDE & ASSOCIATES CONSULTING SOIL ENGINEERS AND GEOLOGISTS SAN DIEGO, CALIFORNIA • : DR BY LDS SCALE -- PROJ N069-103.-122 CK'D BY JDATEi 7-13-70 • Paqe 1 of 1