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SS9402-LR000124
CLIENT: City of Coppell PROJECT: Bethel Road WO No: 00-1023 SOIL MOISTURE - DENSITY TEST REPORT IN - PLACE TESTS BY NUCLEAR METHODS WORK DATE: 01-24-00 REPORT NO.: 99-270.113 SPECIFICATIONS TEST DATA Percent Compaction: 100% Date Tested: 1-24-00 Moisture Content (%): +3 Technician: R Burtsell MATERIAL REFERENCE CURVE DATA CURVE TEST MATER~AL DESCRIPTION MAX. DRY OPTIMUM NO METHOD DENSITY (pcf) MOISTURE (%) 1 D698 Medium Brown Sandy Clay with gravel 106.0 18 2 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY TEST LIFT OR LOCATION REF. DRY DENSITY MOISTURE % OF MAX, NO ELEVATION CURVE (pcf) (%) DRY DENSITY 1 Final Bethel Road - Station 14+50 1 108.3 18.3 102 2 Final Bethel Road - Station 13+50 1 105.8 17.9 100 3 Final Bethel Road - Station 12+50 1 106.9 18.2 101 4 Final Bethel Road - Station 11+00 1 107.6 18.7 102 5 3Cd Lift Bethel Road - Station 18+50 1 105.8 17.7 100 6 3r~ Lift Bethel Road - Station 19+50 1 108.6 17.3 102 7 2~ Lift Bethel Rcad - Station 21+00 1 106.7 18.9 101 8 2nd Lift Bethel Road - Station 22+00 1 109.4 18.2 103 9 2® Lift Bethel Road - Station 24+00 1 109.1 18.7 103 10 1~ Lift Bethel Road - Station 29+50 1 107.5 19.1 101 11 lS~ Lift Bethel Road - Station 28+50 1 108.9 19.3 103 12 1't Lift Bethel Road - Station 27+50 1 109.0 20.1 103 13 1 s~ Lift Bethel Road - Station 26+50 1 109.0 19.9 103 14 15 16 17 18 19 20 21 NUCLEAR GAUGE I.D,: 6161 STD. DENSITY COUNT: 2453 AN "R" AFTER THE TEST NUMBER INDICATE RETEST.1 * INDICATES FAILURE TO COMPLY,WITH PROJECT SPECIFICATIONS. SOILTECH ENGINEERING AND TESTING, INC. · Perdue Materials Testing Manager 2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax STD. MOISTURE COUNT: 493