Duke Lesley 1A-LR070831 (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.: 296949
Project No.: 0713408
Date of Service: 08/27/2007
Report Date: 08/31/2007
Project.
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: 729 Current: 2516
Previous: 731 Previous: 2509
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pet) Moisture Density
272998 Brown I Silty Clay wI Organics 22.5 96.5 Optimum +4 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
- -
Paving fill
35' east, 50' south from northeast corner, 1 st lift 6" 272998 24.1 117.5 94.7 98
Paving fill
2 35' east, 200' south from northeast corner, 1 st 6" 272998 22.7 117.4 95.7 99
lift
Paving fill
3 35' east, 350' south from northeast corner, 1 st 6" 272998 24.2 117.1 94.3 98
lift
Paving fill
4 35' east, 500' south from northeast corner, 1 st 6" 272998 24.8 116.9 93.7 97
lift
Paving fill
5 35' east, 50' south from northeast corner, 2nd 6" 272998 23.4 117.8 95.5 99
lift
Paving fill
6 35' east, 200' south from northeast corner, 2nd 6" 272998 24.1 117.3 94.5 98
lift
Paving fill
7 35' east, 350' south from northeast corner, 2nd 6" 272998 23.6 116.9 94.6 98
lift
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.
(LB/LB) Page 1 of 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.: 296949
Project No.: 0713408
Date of Service: 08/27/2007
Report Date: 08/31/2007
Project: Point West VI
Coppell, Texas
Services: Perform In-Place Density Testing
Test
No
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density
% (pct)
Dry Density
(pct)
Density
(%max)
8
Paving fill
35' east, 500' south from northeast corner, 2nd
lift
6"
272998
24.7
116.8
93.7
97
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 06:45am Finished: 09:00am 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.
(LB/LB) Page 2 of 2