Duke Lesley-LR070215
~one Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrieh 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:
276156
0612510
01/10/2007
02/15/2007
Project: Lesley Infrastructure
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction, LP
Test Mdhods: ASTM D-2922
ASTMD-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 744 Current: 2562
Previous: 738
Previous: 2526
MOISTURE DENSITY RELATIONS
Description
Moisture %
Maximum
Density per
Project Requirements
Moisture Density
MID No.
Brown Silty Clay w/Organics
22.5
96.5
Optimum +4
95 min
FIEI.lD DENSITY TESTS
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pel) (pel) (% max)
Fill
1 300' northt, 100' east, area C, southwest 6" 24.2 117.1 94.3 98
comer, l' below grade
Fill
2 300' north, 200' east, area C, southwest 6" 1 22.8 116.9 95.2 99
comer, 2' below grade
Fill
3 300' north, 300' east, area C, southwest 6" 1 24.5 116.2 93.3 97
comer, 2' below grade
Fill
4 300' north, 400' east, area C, southwest 6" 1 24.7 116.8 93.7 97
comer, 3' below grade
Fill
5 300' north, 500' east, area C, southwest 6" 1 23.6 116.9 94.6 98
comer, 3' 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.
.7 Page 1 of 3
Report No.: 276156 . ...-........ -. '=r" .--...";,
"
Project No.: 0612510 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCA nON DEPTH No. (%) (pel) (pel) (% max)
Fill
6 300' north, 600' east, area C, southwest 6" 24.1 117.3 94.5 98
comer, 3' below grade
Fill
7 300' north, 700' east, area C, southwest 6" 23.4 117.8 95.5 99
comer, 6' below grade
Fill
8 300' north, 800' east, area C, southwest 6" 1 24.7 117.5 94.2 98
comer, 6' below grade
Fill
9 100' east, area C, southwest comer, grade 6" 24.3 118.0 94.9 98
Fill
10 200' east, area C, southwest comer, l' below 6" 24.2 118.1 95.1 99
grade
Fill
11 300' east, area C, southwest comer, l' below 6" 1 25.2 118.1 94.3 98
grade
Fill
12 400' east, area C, southwest comer, 2' below 6" 1 26.3 117.8 93.3 97
grade
Fill
13 500' east, area C, southwest comer, 2' below 6" 1 25.6 117.7 93.7 97
grade
Fill
14 600' east, area C, southwest comer, 2' below 6" 1 23.4 119.7 97.0 101
grade
Fill
15 700' east, area C, southwest comer,S' below 6" 24.1 117.5 94.7 98
grade
Fill
16 800' east, area C, southwest comer,S' below 6" 1 22.7 117.4 95.7 99
grade
Fill
17 300' north, 200' east, area C, southwest 6" 24.2 116.4 93.7 97
comer, grade
Fill
18 300' north, 300' east, area C, southwest 6" 1 24.8 115.3 92.4 96
comer, grade
Fill
19 300' north, 400' east, area C, southwest 6" 25.5 115.8 92.3 96
comer, l' below grade
Fill
20 300' north, 500' east, area C, southwest 6" 1 22.8 115.7 94.2 98
comer, l' below grade
LIMlTATIONS: 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.
J7 Page 2 of 3
Report No.: 276156
Project No.: 0612510
.""'.,'l;ji'....l.:::f...G...I...~
IIf
Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
;\TO TEST LOCA nON DEPTH No. (%) (pel) (pel) (% max)
Fill
21 300' north, 600' east, area C, southwest 6" 24.7 115.2 92.4 96
comer, l' below grade
Fill
22 300' north, 700' east, area C, southwest 6" 24.1 114.8 92.5 96
comer, 4' below grade
Fill
23 300' north, 800' east, area C, southwest 6" 24.8 115.2 92.3 96
comer, 4' below grade
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(J) Duke Construction, LP
(I) EXTRANEI
Started: 11 :30a
Finished: 4: 15pm
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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