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Coppell Greens 2-LR 990902SOIL MOISTURE -DENSITY TEST REPORT IN -PLACE TESTS BY NUCLEAR METHODS CLIENT: Argus Development REPORT DATE: 09-02-99 PROJECT: Coppell Greens REPORT NO.: 99-132.131 SPECIFICATIONS TEST DATA Percent Compaction: 95% Date Tested: 08-31-99 Moisture Content (%): Technician: J. Brimington MATERfAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION MAX. DRY DENSITY (pct) OPTIMUM° MOISTURE (/°) 1 D698 Light Brown Sandy Clay 119.8 11.8 [N-PLACE TEST RESULTS: DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY TEST NO. LIFT OR ELEVATION LOCATION REF. CURVE DRY DENSITY (pc>] MOISTURE (%) % OF MAX. DRY DENSITY 1 3 BG 4" Sanita Sewer Block E -Lot 31 1 114.5 12.7 96 2 1' BG 4" Sanita Sewer Block E -Lot 31 1 116.3 13.2 97 3 3 BG 4" Sanita Sewer Block E -Lot 32 1 113.8 13.6 96 4 1 BG 4" Sanita Sewer Block E -Lot 32 1 115.6 14.1 95 5 3~ BG 4" Sanita Sewer Block E -Lot 33 1 117.9 13.7 96 6 1~ BG 4" Sanita Sewer Block E -Lot 33 1 115.6 13.3 98 7 3 BG 4" Sanita Sewer Block E -Lot 34 1 116.5 12.8 97 8 1~ BG 4" Sanita Sewer Block E -Lot 34 1 117.0 11.9 98 9 3~ BG 4" Sanita Sewer Block E -Lot 35 1 119.1 13.4 99 10 1' BG 4" Sanita Sewer Block E -Lot 35 1 114.9 13.0 96 NUCLEAR GAUGE I.D.: STD. DENSITY COUNT: AN "R" AFTER THE TEST NUMBER INDICATE RETEST. * INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS. SOI CH EN~~RI SAND TESTING, INC. U' ~~~ a es M. Perdue aterials Testing Manager STD. MOISTURE COUNT: 2502 Gravel Drive .Fort Worth, Texas 76118 • 817.595.0064 telephone .817.589.7279 metro .817.595.0708 fax Soiltech. SOIL MOISTURE -DENSITY TEST REPORT IN -PLACE TESTS BY NUCLEAR METHODS CLIENT: Argus Development REPORT DATE: 09-02-99 PROJECT: Coppell Greens REPORT NO.: 99-132.132 SPECIFICATIONS TEST DATA.. Percent Compaction: 95% Date Tested: 08-27-99 Moisture Content (%): Technician: J. Brimingham MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION MAX. DRY DENSITY (pcf) OPTIMUMo MOISTURE (/o) 1 D698 Light Brown Sandy Clay 119.8 11.8 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTfVELY TEST NO. LIFT OR ELEVATION LOCATION REF. CURVE DRY DENSITY (pcf) MOISTURE (%) % OF MAX. DRY DENSITY 1 3 BG 4" Sanita Sewer Block E -Lot 7 1 116.6 13.3 97 2 1 BG 4" Sanita Sewer Block E -Lot 7 1 117.4 13.0 98 3 3 BG 4" Sanita Sewer Block E -Lot 8 1 118.2 12.7 99 4 1 BG 4" Sanitary Sewer Block E -Lot 8 1 116.7 12.1 99 5 3 BG 4" Sanitary Sewer Block E -Lot 9 t 115.3 12.5 99 6 1 BG 4" Sanita Sewer Block E -Lot 9 1 114.9 14.4 97 7 3~ BG 4" Sanita Sewer Block E -Lot 10 1 115.5 13.5 96 8 1~ BG 4" Sanita Sewer Block E -Lot 10 1 115.2 13.4 97 9 3 BG 4" Sanita Sewer Block E -Lot 11 1 116.7 13.1 97 10 1 BG 4" Sanitary Sewer Block E -Lot 11 1 115.3 12.8 98 11 3~ BG 4" Sanitary Sewer Block E -Lot 12 1 114.9 14.2 96 12 1 BG 4" Sanitary Sewer Block E -Lot 12 1 115.6 14.1 97 13 3 BG 4" Sanitary Sewer Block E -Lot 13 1 116.9 13.5 97 14 1 BG 4" Sanitary Sewer Block E -Lot 13 1 117.5 12.6 98 NUCLEAR GAUGE I.D.: STD. DENSITY COUNT: AN "R" AFTER THE TEST NUMBER INDICATE RETEST. * INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS. SOI ~ CH EN RI AND ESTING, INC. ~~~ -~ s M. Perdue Materials Testing Manager STD. MOISTURE COUNT: 2502 Gravel Drive • Fort Worth, Texas 761 18.817.595.0064 telephone • 817.589.7279 metro .817.595.0708 fax soiltecli SOIL MOISTURE -DENSITY TEST REPORT IN -PLACE TESTS BY NUCLEAR METHODS CLIENT: Argus Development REPORT DATE: 09-02-99 PROJECT: Coppell Greens REPORT NO.: 99-132.133 SPECIFICATIONS TEST DATA Percent Compaction: 95 % Date Tested: 08-27-99 Moisture Content (%): Technician: J. Brimingham MATERIAL REFERENCE CURVE DATA. CURVE NO. TEST METHOD MATERIAL DESCRIPTION MAX. DRY DENSITY (pct) OPTIMUMo MOISTURE (/o) 1 D-698 Light Brown Sandy Clay 119.8 11.8 2 D-698 Reddish Brown Sandy Clay 118.6 11.6 IN-PLACE TEST RESULTS .DENSITY AND MOISTURE TESTS ARE PER ASTM D2922; D3017, RESPECTIVELY TEST NO. LIFT OR ELEVATION LOCATION REF. CURVE DENSITY (pcfl MOISTURE (%) % OF MAX. DRY DENSITY 1 15` Lift 4" Sanitary Sewer Block E -Lot 15 1 116.2 11.6 97 2 Final 4" Sanitary Sewer Block E -Lot 15 1 115.8 10.9 97 NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2457 AN "R" AFTER THE TEST NUMBER INDICATE RETEST. * INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS. SOILTECH ENGINEERING AND TESTING, INC. James M. Perdue Construction Materials Manager STD. MOISTURE COUNT: 471 2502 Gravel Drive .Fort Worth, Texas 76118.817.595.0064 telephone .817.589.7279 metro .817.595.0708 fax