CF-Fire Station 1-LR081201
,u.____.,
GME CONSULTING SERVICES, INC.
2530 ELECTRONIC LANE, SUITE 710
DALLAS, TEXAS 75220
VOICE 214.351.5633 FAX 214.351.5680
FIELD DENSITY TESTS
General Contractor:
Tarnai) & Smith Constmction
GME Rep: Juan Martinez
Date: 17/01 /OR
Project Name: Fire Station Storage Building
Client Name: City ofCoppel1
GME Job No.:
08.05.0268-0017
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 Retest #3 of 11/26/08 [p.m.] FG 001 14.6 116.5 15.5 115.5 100.0 100.8 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 516
Moisture Count 169
Wet Density (peF) 133.5
Moisture (PCF) 17.0
Moisture STO Den. STO Gauge
0555 1950 9389
ASTM: 02922
Test Location Established by:
Depth or Elev. of Test Estimated by:
Test 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: 07'5
Reporting:
Total Time: 1 7'5
Contractor
Contractor
X
Proctor No. Max. Density (PCF) Optimum Moisture (%)
001 ]1' , 1, ,
002 109.4 16.4
00,
004
00,
006
007
OOR
009
010
Distribution:
City of Coppell
Jamail & Smith Construction
Remarks:
Reviewed By: nmc
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