Duke Lesley-LR080221
Report of In-Place Density Testing
Report No.: 314013
Project No.: 0612510
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PROJECT OAt ,
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
Contractor:
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
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 734 Current: 2526
Previous: 731 Previous: 2512
MOISTURE DENSITY RELATIONS
MID No.
272998
Description
Brown I Silty Clay wI Organics
Moisture
%
Maximum
Density
(pet)
96.5
Project Requirements
Moisture Density
Optimum +4 95 min
22.5
Test
No
FIELD DENSITY TESTS
MID
No.
Moisture Wet Density Dry Density Density
% (pet) (pet) (% max)
2
Fill
500' east, 600' south fr
lift
Fill
600' east, 600' south est corner, 1 st
lift
Fill
700' east, 600' south from no
lift
Fill
100' east, 100' south fro n
2nd lift
Fill
200' east, 100' south from northwest corner,
2nd lift
Fill
300' east, 100' south from northwest corner,
2nd lift
Fill
400' east, 100' south from northwest corner,
2nd lift
6"
3
4
6"
5
6"
6
6"
7
272998
117.5 94.2 98
117.2 95.4 99
116.3 93.8 97
116.5 93.9 97
116.9 94.6 98
117.1 94.5 98
-~~....
116.9 94.9
"
24.7
.9
272998
23.2
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 2
Rone Eni==
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.: 314013
Project No.: 0612510
Date of Service: 02/20/2008
Report Date: 02/21/2008
Project: Lesley Infrastructure
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)
Fill
8 200' south, 200' east from northwest corner, 6" 272998 23.7 117.3 94.8 98
2nd lift
Fill
9 100' south, 200' east from northwest corner, 6" 272998 26.3 117.7 93.2 97
2nd lift
Fill
10 200' south, 300' east from northwest corner, 6" 272998 25.2 115.9 92.6 96
2nd lift
Fill
11 300' south, 400' east from northwest corner, 6" 272998 23.2 115.6 93.8 97
2nd lift
Fill
12 400' south, 500' east from northwest corner, 6" 272998 23.8 116.0 93.7 97
2nd lift
Fill
13 400' south, 600' east from northwest corner, 6" 272998 24.3 116.3 93.6 97
2nd lift
Fill
14 400' south, 700' east from northwest corner, 6" 272998 24.5 116.0 93.2 97
2nd lift
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
1-ec Lacy Construction Attn: Mr. Kevin Briles
1-cc City of Coppell Attn: Mr. Lee Stone
1-cc City of Coppell Attn: Mr. Larry Davis
Started: 07:15am Finished: 10:00am Rone Engineering
,~~
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 2 of 2