Duke Lesley 2A-LR071219
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of In-Place Density Testing
Report No.: 308388
Project No.: 0712932
Date of Service: 12/18/2007
Report Date: 12/19/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Duke Construction, LP
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 739 Current: 2481
Previous: 736 Previous: 2485
MOISTURE DENSITY RELATIONS
MID No.
294619
Description
Lime Treated Brown I Silty Sandy Clay
Moisture
%
Maximum
Density
(pct)
87.0
Project Requirements
Moisture Density
Optimum +4 95 min
32.7
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density Dry Density Density
% (pct) (pet) (% max)
Test
No
2
Leave-outs
Grid lines N5, final
Leave-outs
Grid lines N10, final
Leave-outs
Grid lines N15, final
6"
294619
33.6
112.2
84.0
97
6"
294619
34.1
112.2
83.7
96
3
6"
294619
33.9
112.5
84.0
97
Technician: Joe Jernigan
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
Started: 11 :OOam Finished: 12:45pm
Rone Engineering
~~.~
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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