Chateaus-LR080912
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
Piano, TX 75093
Report of In-Place Density Testing
Report No.: 332145
Project No.: 0814523
Date of Service: 09/04/2008
Report Date: 09/12/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 34008
Test Mode: DT
Standard Counts
Moisture Density
Current: 642 Current: 2577
Previous: 650 Previous: 2554
MOISTURE DENSITY RELATIONS
MID No.
325190
329694
Description
Dark Brown / Sandy Silty Clay w/ Trace LSF
Tan Brown / Silty Clayey Sand
Moisture
%
16.4
11.7
Maximum
Density
(pet)
109.5
115.4
Project Requirements
Moisture Density
-2/+2 95 min
-2/+2 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
8" water line
Corsica Court, lots 91 and 92, 2' below grade 6" 329694 11.7 129.5 115.9 100
8" water line
2 Corsica Court, lots 91 and 92, l' below grade 6" 329694 12.9 124.6 110.4 96
8" water line
3 Montebello Drive, side of lot 51, 2' below grade 6" 325190 17.5 128.4 109.3 100
8" water line
4 Montebello Drive, side of lot 51, l' below grade 6" 325190 17.1 127.9 109.2 100
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.
(ADW/CL) Page 1 of 2
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 c/o Lenart Development Co., LLC
4601 Old Shepard Place
Piano, TX 75093
Report of In-Place Density Testing
Report No.: 332289
Project No.: 0814523
Date of Service: 09/05/2008
Report Date: 09/12/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 34008
Test Mode: DT
Standard Counts
Moisture Density
Current: 648 Current: 2554
Previous: 647 Previous: 2577
MOISTURE DENSITY RELATIONS
MID No.
325190
Description
Dark Brown I Sandy Silty Clay wI Trace LSF
Moisture
%
16.4
Maximum
Density
(pet)
109.5
Project Requirements
Moisture Density
-2/+2 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. 'Y. (pet) (pet) (% max)
8" water line
Bordeaux Court, lots 44 or 45, 2' below grade 6" 325190 17.3 123.3 105.1 96
8" water line
2 Bordeaux Court, lots 44 or 45, l' below grade 6" 325190 18.4 128.9 108.9 100
8" water line
3 Versaille Drive, lots 26 and 27, 2' below grade 6" 325190 18.3 129.3 109.3 100
8" water line
4 Versaille Drive, lots 26 and 27, l' below grade 6" 325190 16.9 122.2 104.5 95
8" water line
5 Chalais Court, lots 34 and 35, 2' below grade 6" 325190 15.4 122.1 105.8 97
8" water line
6 Chalais Court, lots 34 and 35, l' below grade 6" 325190 18.0 128.7 109.1 100
8" water line
7 Chalais Court, lots 29 and 30, 2' below grade 6" 325190 17.0 127.3 108.8 99
8" water line
8 Chalais Court, lots 29 and 30, l' below grade 6" 325190 18.1 127.4 107.9 99
8" water line
9 Montebello Drive, lots 6 and 7, 2' below grade 6" 325190 16.9 126.5 108.2 99
8" water line
10 Montebello Drive, lots 6 and 7, l' below grade 6" 325190 17.6 124.8 106.1 97
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.
(ADWICL) Page 1 of 3
Rone Engineering
.
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.: 332289
Project No.: 0814523
Date of Service: 09/05/2008
Report Date: 09/12/2008
Project: Chateaus of Coppel!
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
8" water line
11 Montebello Drive, lots 11 and 12, 2' below 6" 325190 17.7 126.1 107.1 98
grade
8" water line
12 Montebello Drive, lots 11 and 12, l' below 6" 325190 17.9 126.3 107.1 98
grade
8" water line
13 Montebello Drive, lots 14 and 15,2' below 6" 325190 17.6 127.7 108.6 99
grade
8" water line
14 Montebello Drive, lots 14 and 15, l' below 6" 325190 17.8 127.8 108.5 99
grade
8" water line
15 8" waterline at lots 21 and 31, 2' below grade 6" 325190 17.5 127.8 108.8 99
8" water line
16 8" waterline at lots 21 and 31, l' below grade 6" 325190 15.7 125.0 108.0 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.
(ADW/CL) Page 2 of 3