Chateaus-LR080703 (2)
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client: CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Piano, TX 75093
Report of In-Place Density Testing
Report No.: 325988
Project No.: 0814523
Date of Service: 06/30/2008
Report Date: 07/03/2008
Project: Chateaus of Coppell
Services: Earthwork Observation
PROJECT DATA
Contractor:
Test Method: ASTM D-6938
Gauge: Troxler 3430
Gauge Serial No: 26991
Test Mode: DT
Standard Counts
Moisture Density
Current: 675 Current: 2378
Previous: 670 Previous: 2385
MOISTURE DENSITY RELATIONS
MID No.
325191
Description
Brown / Clayey Silty Sand
Test
No
Test Location
Fill
Block A, lot 38, 2nd lift
Fill
2 Block A, lot 39, 2nd lift
Fill
3 Block A, lot 40, 2nd lift
Fill
4 Block A, lot 41, 2nd lift
Fill
5 Block A, lot 42, 2nd lift
Fill
6 Block A, lot 27, subgrade
Fill
7 Block A, lot 28, subgrade
Fill
8 Block A, lot 29, subgrade
Fill
9 Block A, lot 15, subgrade
Fill
10 Block A, lot 16, subgrade
Maximum
Moisture Density Project Requirements
% (pet) Moisture Density
13.0 116.7 -2/+2 95 min
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. 0,4 (pet) (pet) o maxI
6" 325191 14.4 129.3 113.0 97
6" 325191 12.9 129.9 115.1 99
6" 325191 14.2 130.1 113.9 98
6" 325191 14.8 130.3 113.5 97
6" 325191 13.4 129.9 114.6 98
6" 325191 11.2 128.8 115.8 99
6" 325191 12.7 128.4 113.9 98
6" 325191 10.9* 129.2 116.5 100
6" 325191 11.9 128.4 114.7 98
6" 325191 11.8 129.2 115.6 99
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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Rpne Enl=:= 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
Report of In-Place Density Testing
Client: CTM-Coppell, LLC c/o Lenart Development Co., LLC Report No.: 325988
4601 Old Shepard Place Project No.: 0814523
Plana, TX 75093 Date of Service: 06/30/2008
Report Date: 07/03/2008
Project: Chateaus of Cappel!
Services: Earthwork Observation
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
Fill
11 Block A, lot 17, 5ubgrade 6" 325191 11.5 129.6 116.2 100
Fill
12 Block A, lot 18, 5ubgrade 6" 325191 11.4 128.6 115.4 99
Fill
13 Block A, lot 19, subgrade 6" 325191 11.5 128.6 115.3 99
Fill
14 Block A, lot 27, 15t lift 6" 325191 10.6* 132.0 119.4 102
Fill
15 Block A, lot 28, 15t lift 6" 325191 10.7* 132.2 119.4 102
Fill
16 Block A, lot 29, 15t lift 6" 325191 10.7* 134.8 121.8 104
Fill
17 Block A, lot 15, 1 st lift 6" 325191 11.8 128.7 115.1 99
Fill
18 Block A, lot 16, 1 st lift 6" 325191 10.9* 129.3 116.6 100
Fill
19 Block A, lot 17, 1 st lift 6" 325191 11.8 128.4 114.8 98
Fill
20 Block A, lot 18, 1 st lift 6" 325191 12.6 129.4 114.9 99
Fill
21 Block A, lot 19, 15t lift 6" 325191 13.0 128.9 114.1 98
Fill
22 Block A, lot 48, 2nd lift 6" 325191 13.4 130.3 114.9 99
Fill
23 Block A, lot 49, 2nd lift 6" 325191 12.5 129.6 115.2 99
Fill
24 Block A, lot 50, 2nd lift 6" 325191 12.4 129.4 115.1 99
Fill
25 Block A, lot 51, 2nd lift 6" 325191 12.6 131.0 116.3 100
Fill
26 Block A, lot 52, 2nd lift 6" 325191 13.0 128.9 114.1 98
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.
(GO/GO) Page 2 of 4
-
Rone En~==
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrlch, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Client:
CTM-Coppell, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 325988
Project No.: 0814523
Date of Service: 06/30/2008
Report Date: 07/03/2008
Project: Chateaus of Coppell
Services: Earthwork Observation
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
Fill
27 Block A, lot 54, 2nd lift 6" 325191 13.0 129.8 114.9 99
Fill
28 Block A, lot 55, 2nd lift 6" 325191 12.6 129.4 114.9 99
Fill
29 Block A, lot 56, 2nd lift 6" 325191 12.9 130.6 115.7 99
Fill
30 Retest of failure - Test #8; Report 325988 - 6" 325191 12.9 130.5 115.6 99
dated 6/30/08
Fill
31 Retest of failure - Test#14; Report 325988- 6" 325191 12.0 131.1 117.1 100
dated 6/30/08
Fill
32 Retest of failure - Test #15; Report 325988 - 6" 325191 13.1 131.6 116.4 100
dated 6/30/08
Fill
33 Retest of failure - Test #16; Report 325988 - 6" 325191 12.0 130.5 116.5 100
dated 6/30/08
An asterisk (*) appears next to results which do NOT meet the project specifications.
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.
(GD/GD) Page 3 of 4