Duke Lesley-LR070117
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrich Lane, Suite 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Duke Construction, LP
Mr. Alex Bennett, PE
5495 Belt Line Road, Suite 360
Dallas TX 75254
Report No.:
Project No.:
Date of Service:
Report Date:
274390
0612510
12/14/2006
01/17/2007
Project: Lesley Infrastructure
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Test Methods:
ASTM D-2922
ASTMD-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 742 Current: 2536
CONTRACTOR: Duke Construction, LP
Previous: 744
Previous: 2563
MOISTURE DENSITY RELATIONS
Maximum
Density pcf
Project Requirements
Moisture Density
Description
Moisture %
MID No.
Brown Sandy Silty Clay wi Limestone Fragments
15.5
110.0
Optimum +4
95 min
2
Brown Silty Clay w/Organics
22.5
96.5
Optimum +4
95 min
FJELD DENSITY TESTS
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pcf) (pcf) (% max)
Fill
Area F, northeast corner, 300' south, 300' 6" 16.6 125.0 107.2 97
west, grade
Fill
2 Area P, northeast corner, 400' south, 500' 6" 1 17.8 124.2 105.4 96
west, grade
Fill
3 Area E, northeast corner, 200' south, 400' 6" 17.1 125.2 106.9 97
west, 1 t below grade
Fill
4 Area E, northeast corner, 300' south, 500' 6" 17.0 124.6 106.5 97
west, I' 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 ofRone Engineering Services, Ltd.
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Report No.: 274390
Project No.: 0612510
I ....v. I'"" _. t~.. ."..... n.~
1'$
Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pet) (pet) (% max)
Fill
5 Area G, northeast comer, 300' south, 300' 6" 2 24.3 118.0 94.9 98
west, grade
Fill
6 Area G, northeast comer, 400' south, 500' 6" 2 24.2 118.1 95.1 99
west, grade
Technician: Joe Jernigan
Report Distribution:
(I) Duke Construction, LP
(I) EXTRANET
Started: 7:30am
Finished: 10:30a
Test results on this report meet project specification.
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.
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