Duke Lesley 3C-LR070918
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.: 298721
Project No.: 0711530
Date of Service: 09/14/2007
Report Date: 09/18/2007
Project: Point West Office I
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: 741 Current: 2526
Previous: 733 Previous: 2500
MOISTURE DENSITY RELATIONS
MID No.
298441
Description
Recycled Crushed I Concrete
Moisture
%
Maximum
Density
(pet)
115.7
Project Requirements
Moisture Density
NA 95 min
13.0
FIELD DENSITY TESTS
2
Probe MID Moisture Wet Density Dry Density Density
Test Location Depth No. % (pet) (pet) (%max)
Paving subgrade
Dividend, east approach, final 6" 298441 13.4 130.3 114.9 99
Paving subgrade
Dividend, west approach, final 6" 298441 13.0 129.7 114.8 99
Paving subgrade
Beltline, south approach, final 6" 298441 13.4 129.9 114.5 99
Paving subgrade
Beltline, north approach, final 6" 298441 12.6 129.7 115.2 100
Test
No
3
4
Technician: Joe Jernigan Started: 09:00am
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: 11 :OOam 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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