Duke Lesley-LR080215
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.: 313567
Project No.: 0612510
Date of Service: 02/14/2008
Report Date: 02/15/2008
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM ~1.1.<-
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 727 Current: 2519
Previous: 731 Previous: 2508
Maximum
Moisture Density Project Requirements
MID No. % (pet) Moisture Density
272998 Brown I Silty Clay wI Organics 22.5 96.5 Optimum +4 95 min
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) ( pet) (%max)
-
Fill
100' east, 100' south from northwest corner, l' 6" 272998 24.0 116.3 93.8 97
below grade
Fill
2 100' east, 200' south from northwest corner, l' 6" 272998 24.1 116.5 93.9 97
below grade
Fill
3 100' east, 300' south from northwest corner, l' 6" 272998 23.6 116.9 94.6 98
below grade
Fill
4 100' east, 400' south from northwest corner, l' 6" 272998 23.9 117.1 94.5 98
below grade
Fill
5 100' east, 500' south from northwest corner, l' 6" 272998 23.2 116.9 94.9 98
below grade
Fill
6 200' east, 100' south from northwest corner, l' 6" 272998 23.7 117.3 94.8 98
below grade
Fill
7 200' east, 200' south from northwest corner, l' 6" 272998 24.9 116.9 93.6 97
below grade
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.: 313567
Project No.: 0612510
Date of Service: 02/14/2008
Report Date: 02/15/2008
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. % (pcf) (pef) (% max)
-
Fill
8 200' east, 300' south from northwest corner, l' 6" 272998 26.3 117.7 93.2 97
below grade
Fill
9 200' east, 400' south from northwest corner, l' 6" 272998 24.6 117.5 94.3 98
below grade
Fill
10 200' east, 500' south from northwest corner, l' 6" 272998 24.4 117.8 94.7 98
below grade
Fill
11 300' east, 100' south from northwest corner, l' 6" 272998 26.0 117.8 93.5 97
below grade
Fill
12 300' east, 200' south from northwest corner, l' 6" 272998 25.5 118.1 94.1 98
below grade
Fill
13 300' east, 300' south from northwest corner, l' 6" 272998 24.9 117.7 94.2 98
below grade
Fill
14 300' east, 400' south from northwest corner, l' 6" 272998 24.9 117.4 94.0 97
below grade
Fill
15 300' east, 500' south from northwest corner, l' 6" 272998 24.7 117.5 94.2 98
below grade
Fill
16 400' east, 100' south from northwest corner, l' 6" 272998 22.9 117.2 95.4 99
below grade
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
AUn: 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: 10:15am Rone Engineering
paZif ~
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.
(KW/KW) Page 2 of 2