Duke Lesley-LR070124
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:
274856
0612510
12/19/2006
01/24/2007
Project: Lesley Infrastructure
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction, LP
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 744 Current: 2524
Previous: 743
Previous: 2526
MOISTURE DENSITY RELATIONS
MID No.
Description
Moisture %
Maximum
Density per
Project Requirements
Moisture Density
Brown Silty Clay w/Organics
22.5
96.5
Optimum +4
95 min
FIELD DENSITY TESTS
TEST PROBE MiD MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCA nON DEPTH No. (%) (pel) (pel) (% max)
Fill
Northwest comer, area C, 400' east, 300' 6" 24.7 117.5 94.2 98
south, 3' below grade
Fill
2 Northwest comer, area C, 400' east, 400' 6" 22.9 117.2 95.4 99
south, 4' below grade
Fill
3 Northwest comer, area C, 400' east, 500' 6" 1 24.0 116.3 93.8 97
south, 4' below grade
Fill
4 Northwest comer, area C, 400' east, 600' 6" 1 24.1 116.5 93.9 97
south, 4' below grade
Fill
5 Northwest comer, area C, 500' east, 300' 6" 23.6 116.9 94.6 98
south, 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 ofRone Engineering Services, Ltd.
'7TM Page 1 of 4
Report No.: 274856 """'~ .....I'~...~~I nl~
~
Project No.: 0612510 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCA nON DEPTH No. (%) (pef) (pef) (% max)
Fill
6 Northwest comer, area C, 500' east, 400' 6" 1 23.9 117.1 94.5 98
south, 4' below grade
Fill
7 Northwest comer, area C, 500' east, 500' 6" 23.2 116.9 94.9 98
south, 4' below grade
Fill
8 Northwest comer, area C, 500' east, 600' 6" 23.7 117.3 94.8 98
south, 4' below grade
Fill
9 Northwest comer, area C, 600' east, 300' 6" 1 26.3 117.7 93.2 97
south, 3' below grade
Fill
10 Northwest comer, area C, 600' east, 400' 6" 25.2 115.9 92.6 96
south, 4' below grade
Fill
11 Northwest comer, area C, 600' east, 500' 6" 1 23.2 115.6 93.8 97
south, 4' below grade
Fill
12 Northwest comer, area C, 600' east, 600' 6" 24.1 117.5 94.7 98
south, 4' below grade
Fill
13 Northwest comer, area C, 700' east, 300' 6" 22.7 117.4 95.7 99
south, 3' below grade
Fill
14 Northwest comer, area C, 700' east, 400' 6" 24.2 117.1 94.3 98
south, 3' below grade
Fill
15 Northwest comer, area C, 700' east, 500' 6" 24.8 116.9 93.7 97
south, 4' below grade
Fill
16 Northwest comer, area C, 700' east, 600' 6" 1 23.4 117.8 95.5 99
south, 4' below grade
Fill
17 Northwest comer, area B, 100' east, 300' 6" 24.1 117.3 94.5 98
south, I' below grade
Fill
18 Northwest comer, area B, 100' east, 400' 6" 23.6 116.9 94.6 98
south, l' below grade
Fill
19 Northwest comer, area B, 100' east, 500' 6" 24.7 116.8 93.7 97
south, I' below grade
Fill
20 Northwest comer, area B, 100' east, 600' 6" 24.5 116.2 93.3 97
south, 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 of Rone Engineering Services, Ltd.
I7TM Page 2 of 4
Report No.: 274856 .'\."'..'W 1oo.1'~"'G'W''''~
Itf
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
21 Northwest comer, area B, 200' east, 300' 6" 22.8 116.9 95.2 99
south, l' below grade
Fill
22 Northwest comer, area B, 200' east, 400' 6" 1 24.2 117.1 94.3 98
south, I' below grade
Fill
23 Northwest comer, area B, 200' east, 500' 6" 24.1 117.0 94.3 98
south, I' below grade
Fill
24 Northwest comer, area B, 200' east, 600' 6" 23.9 117.0 94.4 98
south, l' below grade
Fill
25 Northwest comer, area B, 300' east, 300' 6" 23.3 117.3 95.1 99
south, l' below grade
Fill
26 Northwest comer, area B, 300' east, 400' 6" 24.9 116.8 93.5 97
south, 2' below grade
Fill
27 Northwest comer, area B, 300' east, 500' 6" 23.0 116.5 94.7 98
south, 2' below grade
Fill
28 Northwest comer, area B, 300' east, 600' 6" 22.6 117.0 95.4 99
south, 2' below grade
Fill
29 Northwest comer, area B, 400' east, 300' 6" 23.5 117.1 94.8 98
south, 2' below grade
Fill
30 Northwest comer, area B, 400' east, 400' 6" 22.9 116.8 95.0 98
south, 2' below grade
Fill
31 Northwest comer, area B, 400' east, 500' 6" 24.7 117.7 94.4 98
south, 2' below grade
Fill
32 Northwest comer, area B, 400' east, 600' 6" 24.0 116.6 94.0 97
south, 2' below grade
Fill
33 Northwest comer, area B, 500' east, 300' 6" 24.3 116.8 94.0 97
south, 2' below grade
Fill
34 Northwest comer, area B, 500' east, 400' 6" 23.4 119.7 97.0 101
south, 2' below grade
Fill
35 Northwest comer, area B, 500' east, 500' 6" 25.6 117.7 93.7 97
south, 2' 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.
7TM Page 3 of 4
Report No.: 274856
Project No.: 0612510
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Client: Duke Construction, LP
TEST
NO
TEST LOCATION
PROBE
DEPTH
MID
No.
MOISTURE WET DENSITY DRY DENSITY
(%) (pef) (pel)
DENSITY
(% max)
Fill
36 Northwest comer, area B, 500' east, 600'
south, 2' below grade
6"
26.3
117.8
93.3
97
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(I) Duke Construction, LP
(I) EXTRANET
Started: 7:30am
Finished: 3: 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.
J7TM Page 4 of 4