Duke Lesley-LR070222
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: (817) 284-1318
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:
276264
0612510
01/11/2007
02/22/2007
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
ASTMD-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 740 Current: 2558
Previous: 744
Previous: 2562
MOISTURE DENSITY RELATIONS
MID No.
Description
Moisture %
Maximum
Density pcf
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. (%) (pcf) (pef) (% max)
Fill
1 Area C, northeast comer, 200' west, 300' 6" 22.6 116.6 95.1 99
south, I' below grade
Fill
2 Area C, northeast comer, 300' west, 400' 6" 24.1 116.4 93.8 97
south, I' below grade
Fill
3 Area C, northeast comer, 400' west, 500' 6" 1 23.7 116.3 94.0 97
south, 2' below grade
Fill
4 Area C, northeast comer, 500' west, 600' 6" 1 22.9 116.4 94.7 98
south, 2' below grade
Fill
5 Area C, northeast comer, 600' west, 700' 6" 23.0 117.5 95.5 99
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 shaH not be reproduced except in fuH without the written approval of Rone Engineering Services, Ltd.
7AB Page 1 of 4
J"'_'I~ _.'~"'G~I"':::J
Report No.: 276264 u
Project No.: 0612510 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCA nON DEPTH No. (%) (pet) (pet) (% max)
Fill
6 Area C, northeast comer, 700' west, 800' 6" 23.1 117.1 95.1 99
south, 3' below grade
Fill
7 Area C, northeast comer, 300' west, 300' 6" 1 23.7 116.8 94.4 98
south, l' below grade
Fill
8 Area C, northeast comer, 300' west, 400' 6" 1 23.7 116.3 94.0 97
south, 2' below grade
Fill
9 Area C, northeast comer, 300' west, 500' 6" 23.9 116.6 94.1 98
south, 2' below grade
Fill
10 Area C, northeast comer, 300' west, 600' 6" 24.9 116.8 93.5 97
south, 2' below grade
Fill
11 Area C, northeast comer, 300' west, 700' 6" 1 24.2 116.4 93.7 97
south, 2' below grade
Fill
12 Area C, northeast comer, 400' west, 300' 6" 24.8 115.3 92.4 96
south, I' below grade
Fill
13 Area C, northeast comer, 400' west, 400' 6" 25.5 115.8 92.3 96
south, 2' below grade
Fill
14 Area C, northeast comer, 400' west, 500' 6" 22.8 115.7 94.2 98
south, 2' below grade
Fill
15 Area C, northeast comer, 400' west, 600' 6" 1 24.7 115.2 92.4 96
south, 2' below grade
Fill
16 Area C, northeast comer, 400' west, 700' 6" 1 24.1 114.8 92.5 96
south, 2' below grade
Fill
17 Area C, northeast comer, 500' west, 300' 6" 24.8 115.2 92.3 96
south, l' below grade
Fill
18 Area C, northeast comer, 500' west, 400' 6" 1 26.0 115.2 91.4 95
south, 2' below grade
Fill
19 Area C, northeast comer, 500' west, SOD' 6" 1 25.2 115.4 92.2 96
south, 2' below grade
Fill
20 Area C, northeast comer, 500' west, 600' 6" 25.3 114.8 91.6 95
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.
7AB Page 2 of 4
Report No.: 276264 ...._II...._..::1.I._........~
liJ!
Project No.: 0612510 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pel) (pel) (% max)
Fill
21 Area C, northeast comer, 500' west, 700' 6" 24.7 117.5 94.2 98
south,
Fill
22 Area C, northeast comer, 600' west, 300' 6" 22.9 117.2 95.4 99
south, l' below grade
Fill
23 Area C, northeast comer, 600' west, 400' 6" 24.0 116.3 93.8 97
south, 2' below grade
Fill
24 Area C, northeast comer, 600' west, 500' 6" 24.1 116.5 93.9 97
south, 2' below grade
Fill
25 Area C, northeast comer, 600' west, 600' 6" 1 23.6 116.9 94.6 98
south, 2' below grade
Fill
26 Area C, northeast comer, 600' west, 700' 6" 23.9 117.1 94.5 98
south, 2' below grade
Fill
27 Area C, northeast comer, 700' west, 300' 6" 1 23.2 116.9 94.9 98
south, l' below grade
Fill
28 Area C, northeast comer, 700' west, 400' 6" 23.7 117.3 94.8 98
south, 2' below grade
Fill
29 Area C, northeast comer, 700' west, 500' 6" 24.9 116.9 93.6 97
south, 2' below grade
Fill
30 Area C, northeast comer, 700' west, 600' 6" 26.3 117.7 93.2 97
south, 2' below grade
Fill
31 Area C, northeast comer, 700' west, 700' 6" 1 25.2 115.9 92.6 96
south, 2' below grade
Fill
32 Area C, northeast comer, 800' west, 300' 6" 23.2 115.6 93.8 97
south, 2' below grade
Fill
33 Area C, northeast comer, 800' west, 400' 6" 25.7 120.3 95.7 99
south, l' below grade
Fill
34 Area C, northeast comer, 800' west, 500' 6" 25.8 116.2 92.4 96
south, I' below grade
Fill
35 Area C, northeast comer, 800' west, 600' 6" 1 23.4 117.8 95.5 99
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.
'7AB Page 3 of 4
Report No.: 276264 I'"'.''' _I '~II 'G~' II'~
IlW
Project No.: 0612510 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCA nON DEPTH No. (%) (pet) (pet) (% max)
Fill
36 Area C, northeast comer, 800' west, 700' 6" 22.6 117.7 96.0 99
south, 2' below grade
Fill
37 Area B, northeast comer, 100' west, 300' 6" 23.0 117.0 95.1 99
south, 2' below grade
Fill
38 Area B, northeast comer, 100' west, 400' 6" 24.0 116.9 94.3 98
south, 2' below grade
Fill
39 Area B, northeast comer, 100' west, 500' 6" 24.1 117.3 94.5 98
south, 2' below grade
Fill
40 Area B, northeast comer, 100' west, 600' 6" 1 22.9 117.1 95.3 99
south, 2' below grade
Fill
41 Area B, northeast comer, 100' west, 700' 6" 24.3 117.5 94.5 98
south, I' below grade
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(I) Duke Construction, LP
(I) EXTRANET
Started: 7:30am
Finished: 1 :OOpm
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.
17AB Page 4 of 4