Chateaus-LR081015
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:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
520 Central Parkway E
Piano, TX 75074
Report of In-Place Density Testing
Report No.: 335475
Project No.: 0814523
Date of Service: 10/09/2008
Report Date: 10/15/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3440
Gauge Serial No: 26991
Test Mode: DT
Standard Counts
Moisture Density
Current: NA Current: NA
Previous: NA Previous: NA
MOISTURE DENSITY RELATIONS
MID No.
334513
Description
Lime Treated Brown I Sandy Clay
Maximum
Moisture Density Project Requirements
% (pet) Moisture Density
19.9 101.2 Optimum +4 95 min
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density
Depth No. % (pet) (pet)
6" 334513 20.8 119.7 99.1
6" 334513 23.2 119.9 97.3 96
6" 334513 21.1 119.2 98.4 97
6" 334513 19.9 117.7 98.2 97
6" 334513 22.1 122.7 100.5
Test
No Test Location
Lime treated paving subgrade
Montebello Drive, Station 1 +00
Lime treated paving subgrade
2 Montebello Drive, Station 4+00
Lime treated paving subgrade
3 Montebello Drive, Station 7+00
Lime treated paving subgrade
4 Montebello Drive, Station 10+00
Lime treated paving subgrade
5 Montebello Drive, Station 13+00
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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