Duke Lesley 2A-LR071212
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.: 307629
Project No.: 0712932
Date of Service: 12/07/2007
Report Date: 12/12/2007
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: 33438
Test Mode: DT
Standard Counts
Moisture Density
Current: 555 Current: 2453
Previous: 575 Previous: 2464
MOISTURE DENSITY RELATIONS
MID No.
272998
Description
Brown I Silty Clay wi Organics
Moisture
%
Maximum
Density
(pet)
96.5
Project Requirements
Moisture Density
Minimum +4 92-96
22.5
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density Dry Density Density
% (pet) (pet) (% max)
Test
No
2
Leave-outs
Leave-out along perimeter of building, final
Leave-outs
Leave-out along perimeter of building, final
Leave-outs
Leave-out along perimeter of building, final
6"
272998
28.3
117.1
91.3
95
6"
272998
27.4
115.8
90.9
94
3
6"
272998
28.9
116.3
90.2
94
Technician: Ben Weaverling Started: 10:00am
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 11 :OOam 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.
(CH/KW) Page 1 of 1
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.: 307388
Project No.: 0712932
Date of Service: 12/05/2007
Report Date: 12/12/2007
Project: Hemisphere's at Point West
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Duke Construction, LP
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 33305
Test Mode: DT
Standard Counts
Moisture Density
Current: 553 Current: 2574
Previous: 555 Previous: 2567
MOISTURE DENSITY RELATIONS
MID No.
286306
Description
Medium Brown I Shaley Clay wI Trace LSF
Moisture
%
Maximum
Density
(pet)
97.3
Project Requirements
Moisture Density
Minimum +4 92-96
22.3
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Interior building leave-outs
l' north, 300' east from southwest corner of 6" 286306 28.1 118.6 92.6 95
building, 1 st lift
Interior building leave-outs
2 l' north, 450' east from southwest corner of 6" 286306 27.3 115.7 90.9 93
building, 1 st lift
Interior building leave-outs
3 l' north, 600' east from southwest corner of 6" 286306 26.9 118.0 93.0 96
building, 1 st lift
Interior building leave-outs
4 l' north, 700' east from southwest corner of 6" 286306 28.4 117.5 91.5 94
building, 1 st lift
Technician: Scott Fagan Started: 02:00pm
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX) Attn: Mr. Paul Byrne
(1-ec copy)
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Finished: 03:30pm Rone Engineering
fta;#- ~
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.
(CH/KW) Page 1 of 1