Duke Lesley-LR070508
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
In-Place Density Testing
Report No.: 282850
Project No.: 0612510
Date of Service: 03/25/2007
Report Date: 05/08/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 744 Current: 2627
Previous: 742 Previous: 2629
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pet) Moisture Density
272998 Brown I Silty Clay wI Organics 22.5 96.5 Optimum +4 95 minimum
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pet) (pet) (% max)
Utility backfill
12" sanitary sewer line S-2, Station 7+50, 9' 6" 272998 23.4 119.7 97.0 101
below grade
Utility backfill
2 12" sanitary sewer line S-2, Station 7+50, 8' 6" 272998 25.6 117.7 93.7 97
below grade
Utility backfill
3 12" sanitary sewer line S-2, Station 7+50,7' 6" 272998 26.3 117.8 93.3 97
below grade
Utility backfill
4 12" sanitary sewer line S-2, Station 7+50, 6' 6" 272998 25.2 118.1 94.3 98
below grade
Utility backfill
5 12" sanitary sewer line S-2, Station 7+50, 5' 6" 272998 23.9 119.1 96.1 100
below grade
Utility backfill
6 12" sanitary sewer line S-2, Station 7+50, 4' 6" 272998 24.3 118.0 94.9 98
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.
(SS/KW) Page 1 of 2
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID
No Test Location Depth No.
Utility backfi II
7 12" sanitary sewer line S-2, Station 7+50,3' 6" 272998
below grade
Utility backfill
8 12" sanitary sewer line S-2, Station 7+50, 2' 6" 272998
below grade
Utility backfill
9 12" sanitary sewer line S-2, Station 7+50, l' 6" 272998
below grade
Utility backfill
10 12" sanitary sewer line S-2, Station 7+50, final 6" 272998
Utility backfill
11 Storm drain line D, Station 0+56, 4' below 6" 272998
grade
Utility backfill
12 Storm drain line D, Station 0+56, 3' below 6" 272998
grade
Utility backfill
13 Storm drain line D, Station 0+56, 2' below 6" 272998
grade
Utility backfill
14 Storm drain line D, Station 0+56, l' below 6" 272998
grade
Utility backfill
15 Storm drain line D, Station 0+56, final 6" 272998
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
In-Place Density Testing
Report No.: 282850
Project No.: 0612510
Date of Service: 03/25/2007
Report Date: 05/08/2007
Moisture Wet Density Dry Density Density
% (pct) (pct) (%max)
24.3 117.5 94.5 98
24.4 117.3 94.3 98
24.0 116.9 94.3 98
23.8 116.7 94.3 98
25.8 117.2 93.2 97
23.1 116.8 94.9 98
23.4 117.7 95.4 99
22.6 116.6 95.1 99
24.1 116.4 93.8 97
Technician: Joe Jemigan
Report Distribution:
Orig: Duke Construction, LP (Dallas. TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 07:15am Finished: 11:00am Rone Engineering
~~~
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.
(SS/KW) Page 2 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
In-Place Density Testing
Report No.: 282835
Project No.: 0612510
Date of Service: 03/24/2007
Report Date: 05/08/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 742 Current: 2629
Previous: 741 Previous: 2637
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pcf) Moisture Density
272998 Brown I Silty Clay wI Organics 22.5 96.5 Optimum +4 95 minimum
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pcf) (pcf) (%max)
Utility backfill
Storm drain line B, Station 16+50, 3' below 6" 272998 24.3 116.8 94.0 97
grade
Utility backfill
2 Storm drain line B, Station 16+50, 2' below 6" 272998 24.0 116.6 94.0 97
grade
Utility backfill
3 Storm drain line B, Station 16+50, l' below 6" 272998 24.7 117.7 94.4 98
grade
Utility backfill
4 Storm drain line B, Station 16+50, final 6" 272998 22.9 116.8 95.0 98
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 11 :30am Finished: 02:00pm Rone Engineering
P-~~
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.
(SS/KW) Page 1 of 1
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
In-Place Density Testing
Report No.: 282081
Project No.: 0612510
Date of Service: 03/19/2007
Report Date: 05/08/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-2922
ASTM 0-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 738 Current: 2639
Previous: 737 Previous: 2636
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pet) Moisture Density
272998 Brown I Silty Clay wI Organics 22.5 96.5 Optimum +4 95 minimum
FIELD DENSITY TESTS
Test Probe MID Moisture Wet Density Dry Density Density
No Test Location Depth No. % ( pet) (pet) (%max)
Utility backfill
12" sanitary sewer, Station 3+50,9' below 6" 272998 23.4 119.7 97.0 101
grade
Utility backfill
2 12" sanitary sewer, Station 3+50,8' below 6" 272998 25.6 117.7 93.7 97
grade
Utility backfill
3 12" sanitary sewer, Station 3+50, 7' below 6" 272998 26.3 117.8 93.3 97
grade
Utility backfill
4 12" sanitary sewer, Station 3+50, 6' below 6" 272998 25.2 118.1 94.3 98
grade
Utility backfill
5 12" sanitary sewer, Station 3+50, 5' below 6" 272998 24.2 118.1 95.1 99
grade
Utility backfill
6 12" sanitary sewer, Station 3+50, 4' below 6" 272998 24.3 118.0 94.9 98
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.
(SS/KW) Page 1 of 4
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
In-Place Density Testing
Client: Duke Construction, LP Report No.: 282081
14241 Dallas Pkwy, Ste 1000 Project No.: 0612510
Dallas, TX 75254-2936 Date of Service: 03/19/2007
Report Date: 05/08/2007
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. % (pet) (pet) (%max)
Utility backfill
7 12" sanitary sewer, Station 3+50,3' below 6" 272998 24.3 117.5 94.5 98
grade
Utility backfill
8 12" sanitary sewer, Station 3+50, 2' below 6" 272998 24.4 117.3 94.3 98
grade
Utility backfill
9 12" sanitary sewer, Station 3+50, l' below 6" 272998 24.0 116.9 94.3 98
grade
Utility backfill
10 12" sanitary sewer, Station 3+50, final 6" 272998 23.8 116.7 94.3 98
Utility backfill
11 12" sanitary sewer, Station 6+50,9' below 6" 272998 25.8 117.2 93.2 97
grade
Utility backfill
12 12" sanitary sewer, Station 6+50,8' below 6" 272998 23.1 116.8 94.9 98
grade
Utility backfill
13 12" sanitary sewer, Station 6+50,7' below 6" 272998 23.4 117.7 95.4 99
grade
Utility backfill
14 12" sanitary sewer, Station 6+50, 6' below 6" 272998 22.6 116.6 95.1 99
grade
Utility backfill
15 12" sanitary sewer, Station 6+50, 5' below 6" 272998 24.1 116.4 93.8 97
grade
Utility backfill
16 12" sanitary sewer, Station 6+50,4' below 6" 272998 23.7 116.3 94.0 97
grade
Utility backfill
17 12" sanitary sewer, Station 6+50, 3' below 6" 272998 22.9 116.4 94.7 98
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.
(SS/KW) Page 2 of 4
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
In-Place Density Testing
Client: Duke Construction, LP Report No.: 282081
14241 Dallas Pkwy, Ste 1000 Project No.: 0612510
Dallas, TX 75254-2936 Date of Service: 03/19/2007
Report Date: 05/08/2007
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. % (pet) (pet) (%max)
Utility backfill
18 12" sanitary sewer, Station 6+50, 2' below 6" 272998 23.0 117.5 95.5 99
grade
Utility backfi II
19 12" sanitary sewer, Station 6+50, l' below 6" 272998 23.1 117.1 95.1 99
grade
Utility backfill
20 12" sanitary sewer, Station 6+50, final 6" 272998 23.7 116.8 94.4 98
Utility backfill
21 12" sanitary sewer, Station 9+50, 9' below 6" 272998 23.7 116.3 94.0 97
grade
Utility backfill
22 12" sanitary sewer, Station 9+50,8' below 6" 272998 23.9 116.6 94.1 98
grade
Utility backfill
23 12" sanitary sewer, Station 9+50, 7' below 6" 272998 24.9 116.8 93.5 97
grade
Utility backfill
24 12" sanitary sewer, Station 9+50, 6' below 6" 272998 24.2 116.4 93.7 97
grade
Utility backfill
25 12" sanitary sewer, Station 9+50, 5' below 6" 272998 25.5 115.8 92.3 96
grade
Utility backfill
26 12" sanitary sewer, Station 9+50, 4' below 6" 272998 22.8 115.7 94.2 98
grade
Utility backfill
27 12" sanitary sewer, Station 9+50, 3' below 6" 272998 24.7 115.2 92.4 96
grade
Utility backfill
28 12" sanitary sewer, Station 9+50, 2' below 6" 272998 24.1 114.8 92.5 96
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.
(SS/KW) Page 3 of 4
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
In-Place Density Testing
Report No.: 282081
Project No.: 0612510
Date of Service: 03/19/2007
Report Date: 05/08/2007
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. % (pct) (pct) (% max)
Utility backfill
29 12" sanitary sewer, Station 9+50, l' below 6" 272998 24.8 115.2 92.3 96
grade
Utility backfill
30 12" sanitary sewer, Station 9+50, final 6" 272998 24.8 115.3 92.4 96
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 10:45am Finished: 02:45pm Rone Engineering
P-~~
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.
(SS/KW) Page 4 of 4