Duke Lesley 2A-LR070827
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.: 295604
Project No.: 0712932
Date of Service: 08/14/2007
Report Date: 08/27/2007
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: 738 Current: 2554
Previous: 730 Previous: 2507
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 95 min
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)
Lime Treated Building Cap
Gridline N5/9 6" 294619 33.5 112.7 84.4 97
Lime Treated Building Cap
2 Gridline 8.5/9 6" 294619 36.2 112.8 82.8 95
Lime Treated Building Cap
3 Gridline C.5/9 6" 294619 35.2 113.3 83.8 96
Lime Treated Building Cap
4 Gridline 0.5/9 6" 294619 34.7 113.4 84.2 97
Lime Treated Building Cap
5 Gridline E.5/9 6" 294619 33.5 113.5 85.0 98
Lime Treated Building Cap
6 Gridline F.5/9 6" 294619 35.6 114.0 84.1 97
Lime Treated Building Cap
7 Gridline G.5/9 6" 294619 35.0 113.1 83.8 96
Lime Treated Building Cap
8 Gridline H.5/9 6" 294619 33.2 114.4 85.9 99
Lime Treated Building Cap
9 Gridline 1.5/9 6" 294619 35.5 113.8 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.
(KWIKW) 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.: 295604
Project No.: 0712932
Date of Service: 08/14/2007
Report Date: 08/27/2007
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)
-
Lime Treated Building Cap
10 Gridline J.5/9 6" 294619 32.9 114.8 86.4 99
Utility Backfill
11 12" waterline W-1, station 13+00, 2' below 6" 272998 24.2 117.1 94.3 98
grade
Utility Backfill
12 12" waterline W-1, station 13+00, final 6" 272998 24.1 117.0 94.3 98
Utility Backfill
13 12" waterline W-1, station 10+00, 2' below 6" 272998 23.9 117.0 94.4 98
grade
Utility Backfill
14 12" waterline W-1, station 10+00, final 6" 272998 23.3 117.3 95.1 99
Utility Backfill
15 12" waterline W-1, station 7+00, 2' below grade 6" 272998 24.9 116.8 93.5 97
Utility Backfill
16 12" waterline W-1, station 7+00, final 6" 272998 23.0 116.5 94.7 98
Technician: Joe Jernigan Rone Engineering
See Report 295603 for technician time~~
Report Distribution: '. .
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne .' . . .. . . .
(1-ec copy) .' . .
1-cc City of Coppell Attn: Mr. Lee Stone K. Scott Watson, AET
1-cc City of Coppell Attn: Mr. Larry Davis 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.
(KW/KW) Page 2 of 2