Chateaus-LR080725
Rone Engineering
.
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
4601 Old Shepard Place
Piano, TX 750~.3---~
- I
/
Report of In-Place Density Testing
Report No.: 326211
Project No.: 0814523
Date of Service: 07/01/2008
Report Date: 07/25/2008
Project: ateaus of ~9PPen
Services: erform In=~e 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: 673 Current: 2398
Previous: 675 Previous: 2378
MOISTURE DENSITY RELATIONS
MID No.
325191
Description
Brown I Clayey Silty Sand
Moisture
%
Maximum
Density
(pet)
116.7
Project Requirements
Moisture Density
-2/+2 95 min
13.0
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) -r::: (%max)
Fill
Block A, lot #43, final 6" 325191 12.9 126.5 ,112.0 96
Fill
2 Block A, lot #44, final 6" 325191 13.0 125.4 111.0 95
Fill
3 Block A, lot #45, final 6" 325191 12.3 125.9 112.1 96
Fill
4 Block A, lot #27, subgrade 6" 325191 13.6 128.5 113.1 97
Fill
5 Block A, lot #28, subgrade 6" 325191 12.0 128.3 114.6 98
Fill
6 Block A, lot #29, subgrade 6" 325191 12.6 129.8 115.3 99
Fill
7 Block A, lot #30, subgrade 6" 325191 12.8 129.2 114.5 98
Fill ii
8 Block A, lot #31, subgrade 6" 325191 12.0 130.5 j 116.5 100
'1
Fill ~
9 Block A, lot #32, subgrade 6" 325191 13.1 131.6 \ 100
\ 116.4
Fill /K})
10 Block A, lot #20, 1 st lift 6" 325191 14.4 129.3 \, 113.0 97
\
; ., hie "
I b
J '
I
?j!ljJ I) t
I
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/GD) Page 1 of 3
Rone Engineering
.
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
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 326211
Project No.: 0814523
Date of Service: 07/01/2008
Report Date: 07/25/2008
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) (%max)
Fill /,151
11 Block A, lot #21, 1 st lift 6" 325191 12.9 129.9 99
Fill
12 Block A, lot #22, 1st lift 6" 325191 14.2 130.1 !i 113.9 98
Fill ;:
13 Block A, lot #23, 1st lift 6" 325191 14.8 130.3 113.5 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.
(AW/GD) Page 2 of 3
Rone Engineering
.
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
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 326361
Project No.: 0814523
Date of Service: 07/02/2008
Report Date: 07/25/2008
Project: Chateaus of Cappel!
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: 671 Current: 2391
Previous: 673 Previous: 2398
MOISTURE DENSITY RELATIONS
Test
No
Test Location
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. % (pet) (pet) (%max)
6" 325191 12.6 129.4 114.9 99
6" 325191 13.0 128.9 114.1 98
6" 325191 13.4 130.3 114.9 99
6" 325191 12.2 129.5 115.4 99
6" 325191 13.4 130.3 114.9 99
6" 325191 12.6 129.5 115.0 99
6" 325191 12.8 130.1 \ 1153 99
6" 325191 13.0 129.7 114.8 98
MID No.
325191
Description
Brown I Clayey Silty Sand
Fill
Block A, lot #15. 1 st lift
Fill
2 Block A, lot #16. 1 st lift
Fill
3 Block A, lot #17, 1 st lift
Fill
4 Block A, lot #18, 1 st lift
Fill
5 Block A, lot #19, 1 st lift
Fill
6 Block A, lot #21, 2nd lift
Fill
7 Block A, lot #22, 2nd lift
Fill
8 Block A, lot #23, 2nd lift
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 1 of 2
Rone Engineering
..
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 clo Lenart Development Co., LLC
4601 Old Shepard Place
Piano. TX 75093
Report of In-Place Density Testing
Report No.: 326917
Project No.: 0814523
Date of Service: 07/09/2008
Report Date: 07/25/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM D-6938
Gauge: Troxler 3440
Gauge Serial No: 26991
Test Mode: DT
Standard Counts
Moisture Density
Current: 671 Current: 2391
Previous: NA Previous: 2398
MOISTURE DENSITY RELATIONS
Test Location
Maximum
Moisture Density Project Requirements
% (pef) Moisture Density
13.0 116.7 -2/+2 95 min
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. % (pet) (pet) (%max)
6" 325191 12.2 129.5 (154 99
6" 325191 13.4 130.3 ~ 114.9 99
I
t
6" 325191 12.6 129.5 /: 115.0 99
I'
l'
6" 325191 12.8 130.1 115.3 99
6" 325191 13.0 129.7 Ii 114.8 98
\:
6" 325191 12.6 129.7 \ 115.2 99
MID No.
325191
Description
Brown I Clayey Silty Sand
Test
No
Fill
Block A, lot #54, final
Fill
2 Block A, lot #55, final
Fill
3 Block A, lot #56, final
Fill
4 Burn pit, 5th lift
Fill
5 Burn pit, 6th lift
Fill
6 Burn pit, 7th lift
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 1 of 2
Rone Engineering
..
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-Coppel!, LLC c/o Lenart Development Co., LLC
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 327034
Project No.: 0814523
Date of Service: 07/10/2008
Report Date: 07/25/2008
Project: Chateaus of Coppel!
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3440
Gauge Serial No: 26991
Test Mode: oT
Standard Counts
Moisture Density
Current: 674 Current: 2372
Previous: 674 Previous: 2364
MOISTURE DENSITY RELATIONS
MID No.
325191
Description
Brown / Clayey Silty Sand
%
Maximum
Density
(pet)
116.7
Project Requirements
Moisture Density
-2/+2 95 min
Moisture
13.0
Test
No Test Location
Fill
Burn pit, 8th lift
Fill
2 Burn pit, 9th lift
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Density
Depth No. % (pet) (%max)
6" 325191 13.4 129.9 98
6" 325191 12.3 130.3 116.0 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.
(GD/GD) Page 1 of 2
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrieh, 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.: 327172
Project No.: 0814523
Date of Service: 07/11/2008
Report Date: 07/25/2008
Project: Chateaus of Cappel!
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 060003
Test Mode: DT
Standard Counts
Moisture Density
Current: 646 Current: 2795
Previous: 715 Previous: 2793
MOISTURE DENSITY RELATIONS
MID No.
325190
Description
Dark Brown I Sandy Silty Clay wI Trace LSF
Moisture
%
Maximum
Density
(pet)
109.5
Project Requirements
Moisture Density
-2/+2 95 min
16.4
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
~/~
Burn pit, 10th lift 6" 325190 18.3 123.4 / 104.3 95
/
2 Burn pit, 11th lift 6" 325190 17.9 124.6 105.7 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.
(GD/GD) Page 1 of 2
Rone Engineering
.
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
4601 Old Shepard Place
Piano, TX 75093
Report of In-Place Density Testing
Report No.: 327723
Project No.: 0814523
Date of Service: 07/17/2008
Report Date: 07/25/2008
Project: Chateaus of Coppel!
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 24675
Test Mode: DT
Standard Counts
Moisture Density
Current: NA Current: NA
Previous: NA Previous: NA
MOISTURE DENSITY RELATIONS
MID No.
325190
325191
Description
Dark Brown I Sandy Silty Clay wi Trace LSF
Brown I Clayey Silty Sand
Moisture
%
Maximum
Density
(pet)
109.5
116.7
Project Requirements
Moisture Density
-2/+2 95 min
-2/+2 95 min
16.4
13.0
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
House pads f: 052
Lot 45. final lift 6" 325190 15.1 121.1 96
House pads
2 Lot 46, final lift 6" 325190 15.7 120.7 ~ 104.3 95
House pads
3 Lot 47, final lift 6" 325190 14.6 120.2 104.9 96
House pads
4 Lot 48, final lift 6" 325191 11.3 124.0 111.4 96
House pads
5 Lot 49, final lift 6" 325191 15.0 127.6 111.0 95
Burn pit
6 Burn pit, 12th lift - 3' below final grade 6" 325190 15.8 124.1 107.2 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 1 of 2
Rone Engineering
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
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 327922
Project No.: 0814523
Date of Service: 07/18/2008
Report Date: 07/25/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 31705
Test Mode: DT
Standard Counts
Moisture Density
Current: 706 Current: 2495
Previous: 635 Previous: 2420
MOISTURE DENSITY RELATIONS
MID No.
325190
Description
Dark Brown I Sandy Silty Clay wI Trace LSF
Moisture
%
Maximum
Density
(pet)
109.5
Project Requirements
Moisture Density
-2/+2 95 min
16.4
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location De pth No. % (pet) (pet) (% max)
Burn pit
Burn pit, 13th lift - 2' below - South side 6" 325190 18.1 125.4 r: 97
Burn pit
2 Burn pit, 13th lift - 2' below - North side 6" 325190 17.9 123.9 105.1 96
House pads 123.7 /
3 Block A, pad #20, final 6" 325190 18.4 104.5 95
House pads I
4 Block A, pad #21, final 6" 325190 17.3 123.1 105.2 96
House pads f
5 Block A, pad #30, tinal 6" 325190 16.9 125.1 107.1 98
House pads
6 Block A, pad #31, tinal 6" 325190 16.5 126. 108.2 99
House pads
7 Block A, pad #32, tinal 6" 325190 17.1 123. 105.7 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, Lid.
(GD/GD) Page 1 of 2
Rone Engineering
.
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
4601 Old Shepard Place
Plana, TX 75093
Report of In-Place Density Testing
Report No.: 328094
Project No.: 0814523
Date of Service: 07/21/2008
Report Date: 07/25/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 24674
Test Mode: DT
Standard Counts
Moisture Density
Current: 561 Current: 2450
Previous: 613 Previous: 2455
MOISTURE DENSITY RELATIONS
MID No.
325190
Description
Dark Brown I Sandy Silty Clay wI Trace LSF
Moisture
%
Maximum
Density
(pet)
109.5
Project Requirements
Moisture Density
-2/+2 95 min
16.4
Test
No
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density
% (pet)
Dry Density
(pc'"
/
/
/104.6
Density
(%max)
Burn pit, 14th lift - l' below subgrade - South
side
6" 325190
18.3 123.7
96
2
Burn pit, 14th lift - l' below subgrade - North
side
6"
325190
17.1
124.5
106.3
97
l
\.
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 1 of 2
Rone Engineering
.
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
4601 Old Shepard Place
Piano, TX 75093
Report of In-Place Density Testing
Report No.: 328205
Project No.: 0814523
Date of Service: 07/22/2008
Report Date: 07/25/2008
Project: Chateaus of Coppell
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 35519
Test Mode: DT
Standard Counts
Moisture Density
Current: 686 Current: 2433
Previous: 621 Previous: 2570
MOISTURE DENSITY RELATIONS
MID No.
325190
Description
Dark Brown / Sandy Silty Clay wI Trace LSF
Moisture
%
Maximum
Density
(pet)
109.5
Project Requirements
Moisture Density
-2/+2 95 min
16.4
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) __ (%max)
/'
//
Burn pit, 15th lift - South side 8" 325190 15.7 126.6 /109.4 100
2 Burn pit, 15th lift - North side 8" 325190 16.7 124.4 106.6 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.
(GO/GO) Page 1 of 2