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SS9402-LR000126
CLIENT: City Of Coppell PROJECT: Bethel Road WO No: 00-1142 SOIL MOISTURE - DENSITY TEST REPORT IN - PLACE TESTS BY NUCLEAR METHODS WORK DATE: 01-26-00 REPORT NO.: 99-270.115 SPECIFICATIONS TEST DATA Percent Compaction: 100% Date Tested: 01-26-00 Moisture Content (%): +3 Technician: R Burtsell MATERIAL REFERENCE CURVE DATA MAX. DRY OPTIMUM CURVE TEST MATERIAL DESCRIPTION DENSITY (pcf) MOISTURE (%) NO. METHOD 1 D698 Medium Brown Sandy Clay with gravel 106.0 18.0 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY DRY MOISTURE % OF MAX TEST LIFT OR LOCATION REF. DENSITY (%) DRY DENSITY NO. ELEVATION CURVE (pcf) 1 1s~ Lift Bethel Rd - Station 9+75 1 107.6 16.0 102 2 1 st Lift Bethel Rd - Station 10+25 1 107.7 16.4 102 3 Final Bethel Rd - Station 21+00 1 108.6 17.7 102 4 Final Bethel Rd - Station 22+00 1 105.9 16.4 100 5 Final Bethel Rd - Station 23+000 1 109.0 16.0 103 6 Final Bethel Rd - Station 24+00 1 108.7 17.4 103 7 3~d Lift Bethel Rd - Station 26+00 1 105.9 18.9 100 8 3~ Lift Bethel Rd - Station 27+00 1 1068 17.2 101 9 3"d Lift Bethel Rd - Station 28+00 1 109.0 17.3 103 ] 0 3'~ Lift Bethel Rd - Station 29+00 1 108,0 16.0 102 11 2® Lift Bethel Rd - Station 9+75 1 106,1 18.1 100 12 2'd Lilt Bethel Rd - Station 10+25 1 107.2 17,8 101 13 3rd Lift Bethel Rd - Station 9+75 1 106,5 18.4 101 14 3rd Lift Bethel Rd - Station 10+25 1 107.3 17.9 101 15 16 17 19 2O 21 NUCLEAR GAUGE ID.: 6161 STD. DENSITY COUNT: 2468 AN "R" AFTER THE TEST NUMBER INDICATE RETEST. * INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS. SOILTECH ENG!NEERINGiAND TESTING, INC. X'~es M. Perdue Materials Testing 2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax STD. MOISTURE COUNT: 473