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HomeMy WebLinkAboutPE 2.87.41; POINSETTIA VILLAGE; R-VALUE TEST; 1986-06-032. 4% 1 At( &T Anmkan Engim x1es. Inc. 7574 Trade Street. San Diego. California 92121 Telephone (619) 695-3730 RESISTANCE 16R" VALUE CA TEST 301 Report AEL 6-397 Date 6/3/86 File No. P-521 RV #219 Client WOODWARD-CLYDE CONSULTANTS Project Designation POINSETTIA VILLAGE (Job #582334-PROl) Sample Identification SK 1-1 T-1 A B C D Compactor Pressure, psi 350 350 305 Moisture @ Compaction, % 8.9 9.8 10.6 Density, pcf 126.0 125.3 124.4 R-Value 84 75 61 Exudation Pressure, psi 500 220 140 Stabilometer Thickness, ft .23 .36 .56 Expansion Pressure Thickness, ft. .03 0 0 Traffic Index (Assumed) 4.5 Sand Equivalent R-Value - Exudation Pressure 79 R-Value - Expansion Pressure R-Value (At Equilibrium) 79 WLC: vl s 2-Woodward-Clyde Consultants AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: WILLIAM L. COCHRANE, R.C.E. #24445 101 (0 Arnerlican Engbmwing Labafatofles. Inc. 7574 Trade Street. San Diego, California Teleplxme (619) 695-3730 RESISTANCE "W'VALUE CA TEST 301 Report AEL 6-397 Date 6/3/86 Fde No. P-621 RV #220 Client WOODWARD-CLYDE CONSULTANTS Project Designation POINSETTIA VILLAGE (Job #582334-PROl) Sample Identification SK 4-1 T-4 A B C D Compactor Pressure, psi 350 350 350 Moisture @ Compaction, % 8.3 8.8 9.6 Density, pcf 127.8 125.9 125.6 R-Value 84 78 67 Exudation Pressure, psi 410 300 180 Stabilometer Thickness, ft. .23 .31 .48 Expansion Pressure Thickness, ft. 0 0 0 Tratfic Index (Assumed) 4.5 Sand Equivalent R-Value - Exudation Pressure 78 R-Value - Expansion Pressure R-Value (At Equilibrium) 78 WL,-: v I s 2-koodward-Clyde Consultants AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: kA ~ tA dj WILLIAM L. COCHRANE, R.C.E. #24445