Duke Lesley 1A-LR070908
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Project: Point West VI /
- 6ul-'pell, I c^<= .-
Services: Perform In-Place Density Testing
Contractor: Duke Construction, LP
Test Method: ASTM D-6938
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
Report of In-Place Density Testing
Report No.:
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 735 Current: 2500
Previous: 729 Previous: 2514
MOISTURE DENSITY RELATIONS
MID No.
272998
Description
Brown I Silty Clay wI Organics
Test
No
Test Location
Maximum
Moisture Density Project Requirements
% (pet) Moisture Density
22.5 96.5 Minimum +4 92-96
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. % (pet) (pet) (%max)
6" 272998 19.7* 126.8 105.9 110*
6" 272998 31.8 118.5 89.9 93
6" 272998 30.7 118.7 90.8 94
6" 272998 31.1 118.4 90.3 94
Fill
8' south, 100' east from southwest corner of
building pad, final
Fill
2 Retest of test 1
Fill
3 8' south, 300' east from southwest corner of
building pad, 1 st lift
Fill
4 8' south, 600' east from southwest corner of
building pad, 1 st lift
An asterisk (*) appears next to results which do NOT meet the project specifications.
Remarks: High compaction due to low moisture.
"-.
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 09:30am 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/LB) 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.: 297663
Project No.: 0713408
Date of Service: 08/31/2007
Report Date: 09/08/2007
Project: Point West VI
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: 734 Current: 2501
Previous: 731 Previous: 2484
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
No
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density Dry Density Density
% (pet) (pet) (% maxI
Fill
5' south, 300' from northwest corner of building 6" 272998 31.5 118.5 90.1 93
pad, l' below grade
Fill
2 5' south, 550' from northwest corner of building 6" 272998 30.4 117.5 90.1 93
pad, 2' below grade
Fill
3 5' south, 550' from northwest corner of building 6" 272998 31.8 118.4 89.8 93
pad, l' below grade
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 12:00pm Finished: 03:00pm 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/LB) Page 1 of 1
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Project: Point West VI
Coppell, Texas
Services: Perform In-Place Density Testing
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
Report of In-Place Density Testing
Report No.: 297436
Project No.: 0713408
Date of Service: 08/30/2007
Report Date: 09/08/2007
PROJECT DATA
Contractor: Duke Construction, LP
Test Method: ASTM 0-6938
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 731 Current: 2484
Previous: 735 Previous: 2500
MOISTURE DENSITY RELATIONS
MID No.
272998
Description
Brown I Silty Clay wi Organics
Test
No
Test Location
Fill
8' south, 350' east from southwest corner of
building pad, l' below grade
Fill
2 8' south, 550' east from southwest corner of
building pad, 2' below grade
Fill
3 5' north, 50' east from northwest corner of
building pad, final
Fill
4 5' north, 150' east from northwest corner of
building pad, l' below grade
Maximum
Moisture Density Project Requirements
% (pet) Moisture Density
22.5 96.5 Minimum +4 92-96
. -- -- -- -- ~
FIELD DENSITY TESTS
Probe MID Moisture Wet Density Dry Density Density
Depth No. % (pet) (pet) (%max)
6" 272998 30.4 118.5 90.9 94
6" 272998 28.3 118.3 92.2 96
6" 272998 29.2 115.0 89.0 92
6" 272998 30.4 115.7 88.7 92
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Emmit Coots (1-ec copy)
1-cc City of Coppell Attn: Mr. Larry Davis
1-cc City of Coppell Attn: Mr. Lee Stone
Started: 01 :OOpm Finished: 05:15pm 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 teature 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.
(LB/LB) Page 1 of 1