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CF-Fire Station 1-LR090123 FIELD DENSITY TESTS GME CONSULTING SERVICES, INC. 2530 ELECTRONIC LANE, SUITE 71 0 DALLAS, TEXAS 75220 VOICE 214.351.5633 FAX 214.351.5680 Project Name: Fire Station #1 Storage Bui1din~ Client Name: . City of Corpell GME Job No.: 08.05.0268-0029 General Contractor: Tarnai] & Smith Constmction GME Rep: Hugh Dacus Date: 01171/09 Test Location Depth or Proctor Moisture Dry Optimum Max. Dry % Proctor Meets Meets No. EIev. No. (%) Density Moisture Density Compo Moist. (ft) (PCF) (%) (PCF) Spec. Actual Spec. Spec. 1 Paving-20'S & 15'E of SW corner of * FG 001 12.3 112.8 15.5 115.5 95.0 97.7 Yes Yes 2 Paving-5'S & 10'W ofSE corner of* FG 001 12.9 111.7 15.5 115.5 95.0 96.7 Yes Yes Test No. / Test Depth 1 / BS 2 / BS 3 / BS 4 / BS 5 / BS 6 / BS 7 / BS 8 / BS 9 / BS Density Count 555 559 Moisture Count 158 164 Wet Density (PCF) 126.7 126.2 Moisture (PCF) 13.9 14.4 Moisture STO Den. STO Gauge 574 1958 7235 ASTM: 02922 Test Location Established by: Depth or Elev. of Test Estimated by: Test Conducted on: Grid Lines Survey Full Time Basis Control Points Grade Stakes Intermittent Basis Estimation Estimation Contractor Contractor Proctor No. Max. Density (PCF) Optimum Moisture (%) 001 l'i'i l'i'i 002 109.4 16.4 003 004 005 oo~ 007 008 009 010 Briefing: Travel Time: Time on Job: Reporting: Total Time: 1 'i0 Distribution: 1.00 City of Coppell Jamai1 & Smith Construction 0'i0 Remarks: *storage building Reviewed By: nme ~ ,~~~