Chateaus-LR080908
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 FreJdrlch, 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,
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Project: (Chateaus of CgPf.lsll
Services~~~~m_ln:PJaceben5itY Testing
Report of In-Place Density Testing
Report No.: 332032
Project No.: 0814523
Date of Service: 09/03/2008
Report Date: 09/08/2008
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 32720
Test Mode: DT
Standard Counts
Moisture Density
Current: 658 Current: 2800
Previous: 658 Previous: 2791
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pet) Moisture Density
329694 Tan Brown I Silty Clayey Sand 11.7 115.4 Optimum +4 95min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% maxI
Backfill /,
Sewer service, line D, lot 43, block C, 5' below 6" 329694 12.7 126.6 112.3
grade
Backfill
2 Sewer service, line D, lot 43, block C, 4' below 6" 329694 13.8 129.4 113.7 I 99
grade I
Backfill J
3 Sewer service, line D, lot 43, block C, 3' below 6" 329694 12.4 128.7 114.5 ( 99
grade
Backfill \
4 Sewer service, line D, lot 43, block C, 2' below 6" 329694 14.4 127.4 111.4 \ 97
grade
Backfill \
5 Sewer service, line D, lot 43, block C, l' below 6" 329694 12.1 128.9 115.0 \ 100
grade
Backfill \ 99
6 Sewer service, line D, lot 45, block C, 5' below 6" 329694 13.3 128.9 113.8
grade \
Backfill \~
7 Sewer service, Ii , t 45, block C, 4' below 6" 329694 15.0 127.1 110.5
grade
/.
17 f'
,.'/~/ ..''79'
". 7
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/CL) Page 1 of 6
Rone Engineering
.
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
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 332032
Project No.: 0814523
Date of Service: 09/03/2008
Report Date: 09/08/2008
Project: Chateaus of Coppell
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) (0/. I1\8x)
Backfill
8 Sewer service, line D, lot 45, block C, 3' below 6" 329694 14.4 129.2 112.9 98
grade
Backfill
9 Sewer service, line D, lot 45, block C, 2' below 6" 329694 13.0 126.4 111.9 97
grade
Backfill
10 Sewer service, line D, lot 45, block C, l' below 6" 329694 12.2 129.6 115.5 100
grade
Backfill
11 Sewer service, line D, lot 47, block C, 5' below 6" 329694 12.6 129.4 114.9 100
grade
Backfill
12 Sewer service, line D, lot 45, block C, 4' below 6" 329694 13.9 128.7 113.0 98
grade
Backfill
13 Sewer service. line D, lot 45, block C, 3' below 6" 329694 15.3 129.1 112.0 97
grade
Backfill
14 Sewer service, line D, lot 45, block C, 2' below 6" 329694 11.9 129.0 115.3 100
grade
Backfill
15 Sewer service, line D, lot 45, block C, l' below 6" 329694 14.9 129.5 112.7 98
grade
Backfill
16 Sewer service, line A, lot 26, block C, 5' below 6" 329694 15.6 128.4 111.1 96
grade
Backfill
17 Sewer service, line A, lot 45, block C, 4' below 6" 329694 12.9 129.6 114.8 100
grade
Backfill
18 Sewer service, line A, lot 45, block C, 3' below 6" 329694 11.9 128.2 114.6 \ 99
grade
Backfill
19 Sewer service, line A, lot 45, block C, 2' below 6" 329694 13.2 127.4 112.5 98
grade
,
'.
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/CL) Page 2 of 6
Rone En~~
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, 5te 600, Houston, TX 77040
4421 Freldrlch, 5te 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.: 332032
Project No.: 0814523
Date of Service: 09/03/2008
Report Date: 09/08/2008
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. 0,4 (pet) (pet) %milx)
Backfill
20 Sewer service, line A, lot 45, block C, l' below 6" 329694 14.7 129.2 112.6 98
grade
Backfill
21 Sewer service, line A, lot 24, block C, 5' below 6" 329694 12.5 127.5 113.3 98
grade
Backfill
22 Sewer service, line A, lot 24, block C, 4' below 6" 329694 14.0 127.9 112.2 97
grade
Backfill
23 Sewer service, line A, lot 24, block C, 3' below 6" 329694 15.3 131.1 113.7 99
grade
Backfill
24 Sewer service, line A, lot 24, block C, 2' below 6" 329694 14.8 131.0 114.1 99
grade
Backfill
25 Sewer service, line A, lot 24, block C, l' below 6" 329694 14.4 132.2 115.6 100
grade
Backfill
26 Sewer service, line A, lot 22, block C, 5' below 6" 329694 14.9 130.9 113.9 99
grade
Backfill
27 Sewer service, line A, lot 22, block C, 4' below 6" 329694 15.7 131.3 113.5 98
grade
Backfill
28 Sewer service, line A, lot 22, block C, 3' below 6" 329694 15.0 132.0 114.8 100
grade
Backfill
29 Sewer service, line A, lot 22, block C, 2' below 6" 329694 13.9 130.9 114.9 100
grade
Backfill
30 Sewer service, line A, lot 22, block C, l' below 6" 329694 15.1 130.1 113.0 98
grade
Backfill
31 Sewer service, line A, lot 20, block C, 5' below 6" 329694 12.8 129.6 114.9
grade
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/CL) Page 3 of 6
Rone En~~ 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: CTM-Coppell, LLC c/o Lenart Development Co., LLC Report No.: 332032
4601 Old Shepard Place Project No.: 0814523
Piano, TX 75093 Date of Service: 09/03/2008
Report Date: 09/08/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. 0,4 (pet) (pet) (% max)
Backfill
32 Sewer service, line A, lot 22, block C, 4' below 6" 329694 14.0 125.6 110.2 96
grade
Backfill
33 Sewer service, line A, lot 22, block C, 3' below 6" 329694 15.3 129.9 112.7 98
grade
Backfill
34 Sewer service, line A, lot 22, block C, 2' below 6" 329694 14.9 128.5 111.8 97
grade
Backfill
35 Sewer service, line A, lot 22, block C, l' below 6" 329694 13.8 129.8 114.1 99
grade
Backfill
36 Sewer service, line B, lot 38, block C, 5' below 6" 329694 14.3 128.2 112.2 97
grade
Backfill
37 Sewer service, line B, lot 38, block C, 4' below 6" 329694 14.2 131.4 115.1 100
grade
Backfill
38 Sewer service, line B, lot 38, block C, 3' below 6" 329694 12.0 125.9 112.4 97
grade
Backfill
39 Sewer service, line B, lot 38, block C, 2' below 6" 329694 13.1 128.4 113.5 98
grade
Backfill
40 Sewer service, line B, lot 38, block C, l' below 6" 329694 12.4 128.0 113.9 99
grade
Backfill
41 Sewer service, line B, lot 36, block C, 5' below 6" 329694 15.5 128.4 111.2 96
grade
Backfill
42 Sewer service, line B, lot 36, block C, 4' below 6" 329694 14.9 128.1 111.5 97
grade
Backfill
43 Sewer service, line B, lot 36, block C, 3' below 6" 329694 14.1 128.1 112.3 97
grade
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, Lid.
(GO/el) Page 4 of 6
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.: 332032
Project No.: 0814523
Date of Service: 09/03/2008
Report Date: 09/08/2008
Project: Chateaus of Coppell
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) (Ok maxI
Backfill
44 Sewer service, line B, lot 36, block C, 2' below 6" 329694 13.6 128.3 112.9 98
grade
Backfill
45 Sewer service, line B, lot 36, block C, l' below 6" 329694 14.5 127.9 111.7 97
grade
Backfill
46 Sewer service, line B, lot 34, block C, 5' below 6" 329694 15.3 129.8 112.6 98
grade
Backfill
47 Sewer service, line B, lot 34, block C, 4' below 6" 329694 14.1 129.6 113.6 98
grade
Backfill
48 Sewer service, line B, lot 34, block C, 3' below 6" 329694 15.5 129.1 111.8 97
grade
Backfill
49 Sewer service, line B, lot 34, block C, 2' below 6" 329694 15.4 129.0 111.8 97
grade
Backfill
50 Sewer service, line B, lot 34, block C, l' below 6" 329694 15.7 130.4 112.7 98
grade
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/eL) Page 5 of 6