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HomeMy WebLinkAboutCDP 16-18; RANCHO PARADISO; FINAL SOILS REPORT; 2018-03-26TABLE A-SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM 01556-09 and/or ASTM D6938-10) Approximate Test Elevation ___.NQ,_ Date of Test Test Location (FEET) 1 3/20/18 House Pad FSG-0.5 2 3/20/18 House Pad FSG-0.5 3 3/20/18 House Pad FSG-0.5 4 3/20/18 House Pad FSG -0.5 5 3/20/18 Garage Pad FSG-0.5 6 3/20/18 Garage Pad FSG - 0.5 7 3/20/18 Garage Pad FSG-0.5 8 3/20/18 Garage Pad FSG 9 3/21/18 Garage Pad FSG 10 3/21/18 Garage Pad FSG 11 3/21/18 Garage Pad FSG 12 3/21/18 House Pad FSG 13 3/21/18 House Pad FSG 14 3/21/18 House Pad FSG 15 3/21/18 House Pad FSG 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Notes: 1) Curve number refers to Table B 2) F'SG denotes finish subgrade elevation 3) FBG denotes finish base grade elevation 4) FPG denotes finish pavement grade Water Dry Content Density _e&_ --1.ruill...... 10.7 121.4 9.4 126.0 11 .0 121.0 8.8 121.9 9.8 123.8 10.2 122.8 10.8 121 .4 10.4 122.5 9.2 121.8 8.6 123.4 7.5 121.4 8.4 124.4 8.8 123.5 9.9 120.6 8.2 122.8 Degree of Compaction _e&_ 90 94 90 91 92 91 90 91 94 95 94 96 95 93 95 Compaction Curve No. 1 1 2 2 2 2 2 2 2 Carport Carport Carport Carport Carport Carport Carport Remarks Figure No. Illa Job No. 15-10764 Compaction Test Curve No. 1 2 TABLEB LABO RA TORY COMP ACTION TEST RESULTS (ASTM D1557-09) Source of Descrigtion of Material Material SIL TY SAND (SM) Red-Brown On Site SILTY SAND (SM) Yellow-Brown Import Maximum Dry Density (gcf) 134.5 129.5 Optimum Water Content % 8.0 8.7 Job No. 15-10764 Figure No. IIIb