Duke Lesley 1A-LR080226 (2)
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.: 314130
Project No.: 0713408
Date of Service: 02/21/2008
Report Date: 02/26/2008
Project: Point West VI
Coppell, Texas
Services: Perfonn In-Place Density Testing
PROJECT DATA
Contractor: Duke Construction, LP
Test Method: ASTM D-6938
Gauge: Troxler 3430
Gauge Serial No: 33438
Test Mode: DT
Standard Counts
Moisture Density
Current: 581 Current: 2478
Previous: 577 Previous: 2466
MOISTURE DENSITY RELATIONS
MID No.
299552
Description
Lime Treated Brown & Tan I Sandy Clay
Moisture
%
Maximum
Density
(pet)
85.7
Project Requirements
Moisture Density
Optimum +4 95 min
30.3
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Leave out
North perimeter leave out, 30' west from 6" 299552 32.0 110.1 83.4 97
northeast corner
Leave out
2 North perimeter leave out, 90' west from 6" 299552 30.7 110.2 84.3 98
northeast corner
Leave out
3 East perimeter leave out, 30' south from 6" 299552 31.6 110.4 83.9 98
northeast corner
Leave out
4 East perimeter leave out, 90' south from 6" 299552 33.0 109.6 82.4 96
northeast corner
Leave out
5 East perimeter leave out, 150' south from 6" 299552 32.8 110.1 82.9 97
northeast corner
Leave out
6 North perimeter leave out, 160' west from 6" 299552 31.7 110.0 83.5 97
northeast corner
Technician: Ben Weaverling
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Duke Construction, LP Attn: Mr. Emmit Coots
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc Pacheco Koch Consulting Engineers AUn: Mr. Jack Evans
Started: 07:45am Finished: 09:45am
Rone Engineering
p~.~
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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