Duke Lesley 3A-LR091123Rone 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 Report No.: 363690
14241 Dallas Pkwy, Ste 1000 Project No.: 0915747
Dallas, TX 75254-2936
Date of Service: 11/18/2009
Report Date: 11/23!2009
Project: Samsung-Point West VII Parking Lot Expansion
Coppell, Texas
ServlCeS: Perform In-Place Density Testing
PROJECT DATA
Contractor: Duke Construction, LP Standard Counts
Test Method: ASTM D-6938 Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 34008 Current: 658 Current: 2476
Test Mode: DT Previous: 653 Previous: 2395
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
M/D No. Description % (pct) Moisture Density
363400 Light Brown /Clay 22.0 99.2 Optimum +4 95 min
FIELD DENSITY TESTS
Test Probe M/D Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pcf) (pct1~., (% max)
Paving subgrade
1 65' east, 18' south of northwest corner, final 6" 363400 22.8 122.1 99.4 100
Paving subgrade
2 40' east, 12' south of northwest corner, final 6" 363400 22.6 120.5 J8.3 99
Remarks: Fill area at northwest corner of project site.
Technician: Steve Sorem Started: 09:30am Finished: 11:15am Rone En ineerin
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Ms. Ashley Hair (1-ec copy)
1-ec Duke Construction, LP Attn: Mr. Andy (Maverick) Otten
1-ec Rone Project Manager Attn: Mr. K. Scott Watson AET
1-ec City of Coppell Attn: Mr. Lee Stone
g 9
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.
(TM/KW )
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