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SS9402-LR000112 (2)
CLIENT: City of Coppell PROJECT: Bethel Road-Coppell WO No: 00-1061 SOIL MOISTURE - DENSITY TEST REPORT IN - PLACE TESTS BY NUCLEAR METHODS W©RK DATE: 01-12-00 REPORT NO.: 99-270.108 SPECIFICATIONS TEST DATA Percent Compaction: 95% Date Tested: 01-12-00 Moisture Content (%): Technician: J Andrews MATERIAL REFERENCE CURVE DATA CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM NO METHOD DENSITY (pcf) MOISTURE (%) 1 D698 Medium Brown Sandy Clay with gravel 106.0 18.0 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 2"~ Lift Retest - Station 9+50 6' south of center line 1 107.6 18.5 101.5 2 1 ,t Lift Station 10+60-5' south of center line 1 106.6 18.2 100.6 3 1 ,t Lift Station 11 +50-4' south of center line 1 106.5 18.3 100.5 4 1 ~ Lift Station 12+75-5' south of center line I 106.0 19.0 100.0 5 1 '~ Lift Station 13+75-3' south of center line 1 107.9 18.6 101.8 6 7 8 9 ]0 11 12 13 14 15 16 17 18 20 21 NUCLEAR GAUGE ID.: STD. DENSITY COUNT: AN "R" AFTER THE TEST NUMBER INDICATE RETEST. * INDICATES FAILURE TO COMI~LY/~ITH PROJECT SPECIFICATIONS. SOILTECH I~N~INC~E~'~ ~ND TE,,~TING, INC. '" J erdue Ma~ls Testing Manager STD. MOISTURE COUNT: 2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595 0064 telephone · 817.589.7279 metro · 817.595.0708 fax