Chateaus-LR081008
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
520 Central Parkway E
Plana, TX 75074
Report of In-Place Density Testing
Report No.: 332484
Project No.: 0814523
Date of Service: 09/08/2008
Report Date: 10/08/2008
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: 676 Current: 2381
Previous: 674 Previous: 2372
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)
Utility backfill
Storm sewer, Line A-1, Station 2+00, l' below 6" 325190 17.6 123.2 104.8 96
grade
Utility backfill
2 Storm sewer, Line A-1, Station 5+00, l' below 6" 325190 17.8 122.6 104.1 95
grade
Utility backfill
3 Storm sewer, Line A-1, Station 8+00, 3' below 6" 325190 17.2 124.0 105.8 97
grade
Utility backfill
4 Storm sewer, Line A-1, Station 8+00, l' below 6" 325190 17.2 123.1 105.0 96
grade
Utility backfill
5 Storm sewer, Line A-1, Station 11 +00, 2' below 6" 325190 18.1 123.3 104.4 95
grade
Utility backfill
6 Storm sewer, Line A-1, Station 11 +00, l' below 6" 325190 18.2 122.5 103.6 95
grade
Utility backfill
7 Storm sewer, Line A-1, Station 14+00,2' below 6" 325190 17.3 122.8 104.7 96
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.
(TM/KW) Page 1 of 5
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.
(TM/KW) Page 2 of 5
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
Report of In-Place Density Testing
Client: CTM-Coppell, LLC c/o Lenart Development Co., LLC Report No.: 332484
520 Central Parkway E Project No.: 0814523
Piano, TX 75074 Date of Service: 09/08/2008
Report Date: 10/08/2008
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) (%max)
Utility backfill
20 Block C, lot 10, lateral line, Station 0+20, 3' 6" 325191 12.3 130.3 116.0 99
below grade
Utility backfill
21 Block C, lot 10, lateral line, Station 0+20, l' 6" 325191 13.4 129.9 114.5 98
below grade
Utility backfill
22 Block C, lot 14, lateral line, Station 0+25, 3' 6" 325191 12.5 129.6 115.2 99
below grade
Utility backfill
23 Block C,lot 14, lateral line, Station 0+25, l' 6" 325191 12.4 129.4 115.1 99
below grade
Utility backfill
24 Block C, lot 50, lateral line, Station 0+25, l' 6" 325191 12.6 131.0 116.3 100
below grade
Utility backfill
25 Block C, lot 18, lateral line, Station 0+15, 3' 6" 325191 13.0 128.9 114.1 98
below grade
Utility backfill
26 Block C, lot 18, lateral line, Station 0+15, l' 6" 325191 13.0 129.8 114.9 99
below grade
Utility backfill
27 Block C, lot 56, lateral line, Station 0+25, 3' 6" 325191 12.6 129.4 114.9 99
below grade
Utility backfill
28 Block C, lot 56, lateral line, Station 0+25, l' 6" 325191 12.9 130.6 115.7 99
below grade
Utility backfill
29 Block C, lot 42, lateral line, Station 0+20, 3' 6" 325191 12.9 130.5 115.6 99
below grade
Utility backfill
30 Block C, lot 42, lateral line, Station 0+20, l' 6" 325191 12.0 131.1 117.1 100
below grade
Utility backfill
31 Block C, lot 38, lateral line, Station 0+20, l' 6" 325191 11.2 128.8 115.8 99
below 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.
(TM/KW) Page 3 of 5
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
520 Central Parkway E
Plana, TX 75074
Report of In-Place Density Testing
Report No.: 332484
Project No.: 0814523
Date of Service: 09/08/2008
Report Date: 10/08/2008
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) (%max)
Utility backfill
32 Block C, lot 27, lateral line, Station 0+20, l' 6" 325191 12.7 128.4 113.9 98
below grade
Utility backfill
33 Block C, lot 31, lateral line, Station 0+20, l' 6" 325191 11.4 128.4 115.3 99
below grade
LIMIT A nONS: 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.
(TM/KW) Page 4 of 5