Duke Lesley 1A-LR071003
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
Report of In-Place Density Testing
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report No.: 300324
Project No.: 0713408
Date of Service: 09/28/2007
Report Date: 10/03/2007
Project: Point West VI
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: NA Current: NA
Previous: 729 Previous: 2520
MOISTURE DENSITY RELATIONS
MID No.
299552
Description
Lime Treated Brown & Tan 1 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)
Paving subgrade
Building pad, grid lines A5/1 0 6" 299552 32.5 112.2 84.7 99
Paving subgrade
2 Building pad, grid lines C.5/1 0 6" 299552 31.8 112.4 85.3 100
Paving subgrade
3 Building pad, grid lines E.5/10 6" 299552 33.2 111.9 84.0 98
Paving subgrade
4 Building pad, grid lines G.5/1 0 6" 299552 33.0 110.1 82.8 97
Paving subgrade
5 Building pad, grid lines J.5/1 0 6" 299552 31.5 111.1 84.5 99
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc Pacheco Koch Consulting Engineers Attn
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn Mr. Lee Stone
Started: 01:00pm Finished: 0315pm
Rone Engineering
~~
~
Mr. Jack Evans
K. Scott Watson, AET
Project Manager
L1MITA TIONS. 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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