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Coppell Greens 2-LR 991014
SOIL MOISTURE -DENSITY TEST REPORT IN -PLACE TESTS BY NUCLEAR METHODS CLIENT: Argus Development PROJECT: Coppell Greens -Phases II REPORT DATE: 10-14-99 REPORT NO.: 99-132.156 SPECIFICATIONS TEST DATA Percent Com action: 95% Date Tested: 10-12-99 Moisture Content °~ : Technician: J. Brimin ham MATERIAL REFERENCE CURVE DATA CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM NO. METHOD DENSITY MOISTURE 1 D698 Li ht Brown Sandy Cla lime Treated 96.6 22.0 IN-PLAGE TEST RESULTS DENSETY ANfl MOISTt~RE TESTS,+kRE PERAS7kil D2922. X0'17, RESPEGTNELY TEST NO. LIFT OR ELEVATION LOCATION REF. CURVE DRY DENSITY {pcf) MOISTURE (%) % OF MAX. DRY DENSITY 1 Final Pavin -Sub Grade-Fallkirk Dr. Station 10+00 1 92.7 24.7 96 2 Final Pavin -Sub Grade-Mullrane Dr-Station 7+00 1 94.1 24.2 97 3 Final Pavin -Sub Grade-Mulirane Dr.-Station 4+00 1 95.5 23.5 99 4 Final Pavin -Sub Grade-Mulirane Dr-Station 1+00 1 92.2 24.9 95 5 Finai Pavin -Sub Grade-Kilbrid eLane-Station 14+00 1 95.7 23.1 99 6 Final Pavin -Sub Grade-Kilbrid eLane-Station 11+00 1 97.0 22.4 100 7 Final Paving-Sub Grade-Kilbridge Lane-Station 8+00 1 96.1 23.3 100 8 Final Paving-Sub Grade-Kilbridge Court-Station 0+80 1 93.7 24.0 97 9 Final Paving-Sub Grade-Kilbridge Court-Station 3+00 1 95.1 23.6 98 10 Final Paving-Sub Grade-Dalmally Dr.-Station-0+10 1 94.4 24.0 98 11 Final Paving-Sub Grade-Daimally Dr-Station-3+10 1 92.0 23.7 95 t2 Final Paving-Sub Grade-Dalmally Dr.-Station-6+10 1 93.1 23.9 96 13 Final Paving-Sub Grade-Lairds Dr.-Station-2+50 1 94.0 24.2 97 14 Final Pavin -Sub Grade-Lairds Dr.-Station-5+50 t 93.9 23.4 97 NUCLEAR GAUGE I.D.: STD. DENSITY COUNT: STD. MOISTURE COUNT: AN "R" AFTER THE TEST NUMBER INDICATE RETEST. * INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS. SOILTEC,~,i~ENGINEERING/7~-ND TESTING, INC. r_. ~:~.. - / JJ ~ / A ,~J,. ` ~ Gc~ M. Perdue C truction Materials Manager ~t~ 2502 Gravel Drive • Fort Worth, Texas 76118 • 817.595.0064 telephone • 817.589.7279 metro • 817.595.0708 fax October 14, 1999 Argus Development 6400 Uptown Blvd Ste 510 West Albuquerque, NM 87110 Project: Coppell Green Phase II Service Date:10-09-99 Project No: 99-132 Report No.: 99-132.157 MoisturelDensity Relationship of Soil Material Description: Light Brown Sandy Clay (lime treated) Optimum Dry Density 96.0 pounds Optimum Moisture Content: 22.2 percent SOILT NGINEERING AfVD TESTING, INC. ~~" ~,, / J ':, .. ,; rye M. Perdue ials Testing Manager 2502 Gravel Drive • Fort Worth, Texas 76118 • 817.595.0064 telephone • 817.589.7279 metro • 817.595.0708 fax SoilteGh ENGINEERING & TESTING, INC. October 14, 1999 Argus Development 6400 Uptown Blvd Ste 510 West Albuquerque, NM 87110 Project: Coppell Green Phase II Service Date:10-09-99 Project No: 99-132 Report No.: 99-132.158 Moisture/Density Relationship of Soil Material Description: Dark to Medium Brown Sandy Clay (lime treated) Optimum Dry Density 91.8 pounds Optimum Moisture Content: 25.2 percent ,, SOI TECH E EER ~ AND TESTING, INC. ~r't.EO~'7 -~ G~ J es M. Perdue Materials Testing Manager 2502 Gravel Drive • Fort Worth, Texas 76118 • 817.595.0064 telephone • 817.589.7279 metro • 817.595.0705 fax Soiltech ENGINEERING