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Wagon Wheel-LR090204
FIELD DENSITY TESTS Project Name: Wagon Wheel Park Storage Buildim.! Client Name: City ofroppp.lI GME Job No.: 08.05.0269-0016 GME CONSULTING SERVICES, INC. 2530 ELECTRONIC LANE, SUITE 710 DALLAS, TEXAS 75220 VOICE 214.351.5633 FAX 214.351.5680 Date: GME Rep: Chris Dodd 02/04/09 Test Location Depth or Proctor Moisture Dry Optimum Max. Dry % Proctor Meets Meets ~o. Elev. No. (%) Density Moisture Density Compo Moist. (ft) (PC F) (%) (PCF) Spec. Actual Spec. Spec. 1 Paving - half circle: 35'S & lO'E of southwest * FG 001 14.5 110.2 12.5 115.6 95.0 95.3 Yes Yes 2 Paving - half circle: 25'S & 15'W of southeast* FG 001 15.0 110.9 12.5 115.6 95.0 95.9 Yes Yes General Contractor: Tarnai! and Smith T est No. / Test Depth 1 / 6" 2 / 6" 3 / 6" 4 / 6" 5 / 6" 6 / 6" 7 / 6" 8 / 6" 9 / 6" Density Count 1346 1306 Moisture Count 157 163 Wet Density (PCF) 126.1 127.4 Moisture (PCF) 15.9 16.6 T est Location Established by: Depth or Elev. of Test Estimated by: T est Conducted on: Grid Lines Survey Full Time Basis Control Points Estimation X Grade Stakes Estimation X Intermittent Basis X Briefing: Travel Time: 1.00 Time on Job: o 7'i Reporting: Total Time: 17'i X Distribution: Proctor No. Max. Density (PCF) Optimum Moisture (%) 001 11 - 6 17- 002 109.4 16.4 o 1 004 "0- 006 007 008 009 010 Moisture STD Den. STD Gauge 538 1735 5498 ASTM: 02922 Contractor Contractor X X City of CoppelJ Jamail & Smith Construction Remarks: *comer of new Wagon Wheel storage building Reviewed By: "mc ~ /Y o-P ~.