Duke Lesley-LR070405
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.: 282733
Project No.: 0612510
Date of Service: 03/23/2007
Report Date: 04/05/2007
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: 741 Current: 2637
Previous: 739 Previous: 2642
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
MID No. Description % (pef) 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 3+50, 9' 272998 24.1 117.5 94.7 98
below grade
Utility backfill
2 12" sanitary sewer line, S-2, Station 3+50,8' 272998 22.7 117.4 95.7 99
below grade
Utility backfill
3 12" sanitary sewer line, S-2, Station 3+50, 7' 272998 24.2 117.1 94.3 98
below grade
Utility backfill
4 12" sanitary sewer line, S-2, Station 3+50, 6' 272998 24.8 116.9 93.7 97
below grade
Utility backfill
5 12" sanitary sewer line, S-2, Station 3+50, 5' 272998 23.4 117.8 95.5 99
below grade
Utility backfill
6 12" sanitary sewer line, S-2, Station 3+50, 4' 272998 24.1 117.3 94.5 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.
(LB/KG) Page 1 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.: 282733
Project No.: 0612510
Date of Service: 03/23/2007
Report Date: 04/05/2007
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 line, S-2, Station 3+50, 3' 272998 23.6 116.9 94.6 98
below grade
Utility backfill
8 12" sanitary sewer line, S-2, Station 3+50, 2' 272998 24.7 116.8 93.7 97
below grade
Utility backfill
9 12" sanitary sewer line, S-2, Station 3+50, l' 272998 24.5 116.2 93.3 97
below grade
Utility backfill
10 12" sanitary sewer line, S-2, Station 3+50, final 272998 22.8 116.9 95.2 99
Utility backfill
11 Storm drain line 8, Station 14+50,6' below 272998 24.2 117.1 94.3 98
grade
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-cc copy)
Started: 02:15pm Finished: 04:15pm 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.
(LB/KG) Page 2 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
PROJECT DATA
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.: 282697
Project No.: 0612510
Date of Service: 03/23/2007
Report Date: 04/05/2007
Contractor:
Test Method: ASTM 0-2922
ASTM 0-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 741 Current: 2637
Previous: 739 Previous: 2642
MOISTURE DENSITY RELATIONS
MID No.
272998
Description
Brown I Silty Clay wi Organics
Moisture
%
22.5
FIELD DENSITY TESTS
Maximum
Density
(pet)
96.5
Project Requirements
Moisture Density
Optimum +4 95 Minimum
Test
No
Moisture Wet Density Dry Density Density
% (pet) (pet) (% max)
Test Location
Utility bacakfill
12" sanitary sewer line, S-2, Station 4+75,9'
below grade
Utility bacakfill
12" sanitary sewer line, S-2, Station 4+75, 8'
below grade
Utility bacakfill
12" sanitary sewer line, S-2, Station 4+75,7'
below grade
Utility bacakfill
12" sanitary sewer line, S-2, Station 4+75,6'
below grade
Utility bacakfjll
12" sanitary sewer line, S-2, Station 4+75,5'
below grade
Utility bacakfill
12" sanitary sewer line, S-2, Station 4+75,4'
below grade
2
3
4
5
6
Probe
Depth
MID
No.
23.9
117.0
94.4
98
6"
272998
23.3
117.3
95.1
99
6"
272998
24.9
116.8
93.5
97
6"
272998
23.0
116.5
94.7
98
6"
272998
22.6
117.0
95.4
99
6"
272998
23.5
117.1
94.8
98
6"
272998
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.
(AB/KG) Page 1 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.: 282697
Project No.: 0612510
Date of Service: 03/23/2007
Report Date: 04/05/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
FIELD DENSITY TESTS
Test Probe MID
No Test Location Depth No.
Utility bacakfill
7 12" sanitary sewer line, S-2, Station 4+75,3' 6" 272998
below grade
Utility bacakfill
8 12" sanitary sewer line, S-2, Station 4+75, 2' 6" 272998
below grade
Utility bacakfill
9 12" sanitary sewer line, S-2, Station 4+75, l' 6" 272998
below grade
Utility bacakfill
10 12" sanitary sewer line, S-2, Station 4+75, final 6" 272998
Moisture Wet Density Dry Density Density
% (pcf) (pet) (% max)
22.9 116.8 95.0 98
24.7 117.7 94.4 98
24.2 117.1 94.3 98
24.1 117.0 94.3 98
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-cc copy)
Started: 10:00am Finished: 12:15pm 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.
(AB/KG) Page 2 of 2