Chateaus-LR080709
R()n8 En~==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell. LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place .A
Piano, TX 75 ,,~/
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Report of In-Place Density Testing
Report No.: 325647
Project No.: 0814523
Date of Service: 06/26/2008
Report Date: 07/09/2008
PROJECT DATA
Contractor: Standard Counts
Test Method: ASTM 0-6938 Gauge: Troxler 3440 Moisture Density
Gauge Serial No: 26991 Current: 676 Current: 2374
Test Mode: DT Previous: 670 Previous: 2383
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description 0/. (pet) Moisture Density
325191 Brown I Clayey Silty Sand 13.0 116.7 -2/+2 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density
No Test Location Depth No. % (pet) (pet)
Fill
Block A, Lot #38, Subgrade 6" 325191 12.6 129.4 114.9 99
Fill
2 Block A, Lot #39, Subgrade 6" 325191 13.0 128.9 114.1 98
Fill
3 Block A, Lot #40, Subgrade 6" 325191 13.4 130.3 114.9 99
Fill
4 Block A, Lot #48, Subgrade 6" 325191 12.2 129.5 115.4 99
Fill
5 Block A, Lot #49, Subgrade 6" 325191 13.4 130.3 114.9 99
Fill
6 Block A, Lot #50, Subgrade 6" 325191 12.6 129.5 115.0 99
Fill
7 Block A, Lot 51, Subgrade 6" 325191 12.8 130.1 115.3 99
Fill
8 Block A, Lot 52, Subgrade 6" 325191 13.0 129.7 114.8 i 98
Fill
9 Block A, Lot 54, Subgrade 6" 325191 12.6 129.7 115.2
Fill
10 Block A, Lot 55, Subgrade 6" 325191 11.8 129.9 116.2
fi/~
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, appearanoe, 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 reproduoed except in full without the written approval of Rone Engineering Servioes. Ltd.
(AW/GD) Page 1 of 3
Rone En===
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client: CTM-Coppell, LLC clo Lenart Development Co., LLC
4601 Old Shepard Place
Piano, TX 75093
Report of In-Place Density Testing
Report No.: 325647
Project No.: 0814523
Date of Service: 06/26/2008
Report Date: 07/09/2008
Project: Chateaus of Coppell
Services:
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% maxI
Fill
11 Block A, Lot 56, Subgrade 6" 325191 12.3 130.3 116.0 99
Fill
12 Block A, Lot 38, 1st lift 6" 325191 13.4 129.9 114.5 98
Fill
13 Block A, Lot 39, 1st lift 6" 325191 12.5 129.6 115.2 9
Fill
14 Block A, Lot 40, 1st lift 6" 325191 12.4 129.4 115.1 9
Fill
15 Block A, Lot 48, 1st lift 6" 325191 12.6 131.0 116.3 0
Fill
16 Block A, Lot 49, 1st lift 6" 325191 13.0 128.9 114.1 8
Fill
17 Block A, Lot 50, 1st lift 6" 325191 13.0 129.8 114.9 99
Fill
18 Block A, Lot 51, 1st lift 6" 325191 12.6 129.4 114.9 ,99
Fill
19 Block A. Lot 52, 1st lift 6" 325191 12.9 130.6 115.7 99
Fill
20 Block A. Lot 54, 1st lift 6" 325191 12.9 130.5 115.6 9
Fill
21 Block A, Lot 55, 1st lift 6" 325191 12.2 131.1 116.8 0
Fill
22 Block A, Lot 56, 1st lift 6" 325191 13.1 131.6 116.4 100
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.
(AW/GO) Page 2 of 3