Duke Lesley 2A-LR071006
Rone En~==
8908 Ambassador Row, Dallas, TX 15241
1101 W Little York, Ste 600, Houston, TX 11040
4421 Freidrich, Ste 195, Austin, TX 18144
Corporate Phone: (214) 630-9145
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of In-Place Density Testing
Report No.: 299069
Project No.: 0712932
Date of Service: 09/18/2007
Report Date: 10/06/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Duke Construction, LP
Test Method: ASTM D-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 739 Current: 2505
Previous: 739 Previous: 2519
MOISTURE DENSITY RELATIONS
M/D No.
272998
Description
Brown I Silty Clay wI Organics
Maximum
Moisture Density Project Requirements
% (pet) Moisture Density
22.5 96.5 Optimum +4 95 min
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. % (pet) (pet) (% max)
6" 272998 24.2 116.4 93.7 97
6" 272998 24.8 115.3 92.4 96
6" 272998 25.5 115.8 92.3 96
6" 272998 22.8 115.7 94.2 98
6" 272998 24.7 115.2 92.4 96
6" 272998 24.1 114.8 92.5 96
6" 272998 24.8 115.2 92.3 96
6" 272998 26.0 115.2 91.4 95
Test
No Test Location
Trench fill - electric line
Station 6+80,3' below grade
Trench fill - electric line
2 Station 6+80, 2' below grade
Trench fill - electric line
3 Station 6+80, l' below grade
Trench fill - electric line
4 Station 6+80, final
Trench fill - electric line
5 Station 6+80, 3' below grade
Trench fill . electric line
6 Station 6+80, 2' below grade
Trench fill - electric line
7 Station 6+80, l' below grade
Trench fill - electric line
8 Station 6+80, final
Technician: Joe Jernigan Started: 11 :45am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 01 :30pm Rone Engineering
V~
~
K. Scott Watson, AET
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
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