Duke Lesley 2A-LR070818
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:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of In-Place Density Testing
Report No.: 295214
Project No.: 0712932
Date of Service: 08/10/2007
Report Date: 08/18/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Duke Construction, LP
Test Method: ASTM D-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: NA Current: NA
Previous: NA Previous: NA
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pet) Moisture Density
294619 Lime Treated Brown I Silty Sandy Clay 32.7 87.0 Optimum +4 95min
272998 Brown I Silty Clay wI Organics 22.5 96.5 Optimum +4 95min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Utility backfill
12" Water line W-1. Station 30+00, 2' below 6" 272998 24.1 117.5 94.7 98
grade
Utility backfill
2 12" Water line W-1, Station 30+00, final 6" 272998 22.7 117.4 95.7 99
Utility backfill
3 12" Water line W-1, Station 27+00, 2' below 6" 272998 24.2 117.1 94.3 98
grade
Utility backfill
4 12" Water line W-1, Station 27+00, final 6" 272998 24.8 116.9 93.7 97
Cap
5 Lime-treated cap, grid line 1.5/5 6" 294619 32.2* 115.5 87.4 101
Cap
6 Lime-treated cap, grid line J.5/5 6" 294619 31.1 * 114.6 87.4 101
Cap
7 Retest of test 5 6" 294619 33.1 114.9 86.3 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.
(KW/KW) 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:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of In-Place Density Testing
Report No.: 295849
Project No.: 0712932
Date of Service: 08/16/2007
Report Date: 08/18/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Duke Construction, LP
Test Method: ASTM D-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 730 Current: 2494
Previous: 739 Previous: 2510
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pct) Moisture Density
294619 Lime Treated Brown 1 Silty Sandy Clay 32.7 87.0 Optimum +4 95 min
27?998 Brown.' Silty Clay wf Organics 22.5 - 96 .,'}_ _ . Optimum +4 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (%max)
-
Cap
Building pad, grid lines A.5/13 6" 294619 35.0 112.6 83.4 96
Cap
2 Building pad, grid lines B.5/13 6" 294619 35.1 113.2 83.8 96
Cap
3 Building pad, grid lines C.5/13 6" 294619 34.3 111.5 83.0 95
Cap
4 Building pad, grid lines 0.5/13 6" 294619 33.5 110.5 82.8 95
Cap
5 Building pad, grid lines E.5/13 6" 294619 32.8 111.4 83.9 96
Cap
6 Building pad, grid lines F.5/13 6" 294619 33.1 111.0 83.4 96
Cap
7 Building pad, grid lines G.5/13 6" 294619 33.0 112.1 84.3 97
Cap
8 Building pad, grid lines H.5/13 6" 294619 33.0 112.8 84.8 98
Cap
9 Building pad, grid lines 1.5/13 6" 294619 33.0 111.7 84.0 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.
(TMILB) 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:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of In-Place Density Testing
Report No.: 295849
Project No.: 0712932
Date of Service: 08/16/2007
Report Date: 08/18/2007
Project: Hemisphere's at Point West
Coppell, Texas
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)
Cap
10 Building pad, grid lines J.5/13 6" 294619 32.9 114.8 86.4 99
Utility backfill
11 12" water line W-1, Station 3+00, 2' below 6" 272998 22.6 116.6 95.1 99
grade
Utility backfill
12 12" water line W-1, Station 3+00, final 6" 272998 24.1 116.4 93.8 97
Utility backfill
____13 12~ water line W-1, Station 0+50, 2' below 6" 272998 23.7 116.3 94.0 97
grade -
Utility backfill
14 12" water line W-1 , Station 0+50, final 6" 272998 22.9 116.4 94.7 98
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Brian Pierce (1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Rone Engineering
See R'port 295848 fo,f"ho"'oo f;mo pp ~
K. Scott Watson, AET
Project Manager
Technician: Joe Jernigan
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/LB) Page 2 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:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Report of Drilled Pier Inspection Cancellation
Report No.: 295799
Project No.: 0712932
Date of Service: 08/16/2007
Report Date: 08/18/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Drilled Pier Inspection Cancellation
Report of Cancellation
On this date a Rone Engineering Services, Ltd. representative arrived on site as scheduled. Upon arrival, our
representative was informed that testing/inspection was cancelled for the day.
Technician: Alejandro Avendano
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Brian Pierce (1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 06:15am Finished: 08:00am
Rone Engineering
p~~
K. Scott Watson, AET
Project Manager
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.
(TMILB) Page 1 of 1