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Wagon Wheel-LR081229 GME CONSULTfNG SERVICES, INC. 2530 ELECTRONIC LANE, SUITE 710 DALLAS, TEXAS 75220 VOICE 2 I 4.351.5633 FAX 2 I 4.351.5680 FIELD DENSITY TESTS Project Name: Wagon Wheel Park Storage Building Client Name: City of Coppell GME lob No.: 08.05.0269-0012 GME Rep: Hugh Dacus Date: 12/29108 General Contractor: Tamail and Smith Test Location Depth or Proctor Moisture Dry Optimum Max. Dry % Proctor Meets Meets No. Elev. No. (%) Density Moisture Density Compo Moist. (ft) (PCF) (%) (PCF) Spec. Actual Spec. Spec. 1 Sanitary sewer-inside: 20'S & 15'E ofNW* -1.0 002 17.5 107.0 16.4 109.4 95.0 97.7 Yes Yes 2 Sanitary sewer-inside: 15'S & 20'E ofNW* -.5 001** 13.8 120.7 15.5 115.5 95.0 104.5 Yes Yes 3 Sanitary sewer-inside: 20'S & 1 O'E ofNW* FG 001** 12.1 125.6 15.5 115.5 100.0 108.8 Yes Yes Test No. / Test Depth I / 6" 2 / OS 3 / OS Density Count 1403 475 453 Moisture Count 208 187 172 Wet Density (PCF) 125.8 137.4 140.9 Moisture (PCF) 18.7 16.7 15.2 Moisture STD Den. STD Gauge 574 1958 7235 ASTM: D2922 Test Location Established by: Depth or Elev. of Test Estimated by: Test Conducted on: Grid Lines Survey Full Time Basis x Control Points Grade Stakes Intermittent Basis x X Estimation Estimation Contractor Contractor Proctor No. Max. Density (PC F) Optimum Moisture (%) nnt 15.6 fi"< 002 109.4 16.4 om 004 00" i'ii(; 007 008 009 010 Briefing: Travel Time: Time on lob: Reporting: Total Time: 400 Distribution: 1.00 City of Coppell Jamail & Smith Construction 100 Remarks: *bui1ding comer **f1exbase from fire station storage building Reviewed By: nmc ~ ~~~