Duke Lesley-LR070606
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
Report of In-Place Density Testing
Report No.: 284057
Project No.: 0612510
Date of Service: 04/06/2007
Report Date: 06/06/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor:
Test Method: ASTM 0-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 741 Current: 2641
Previous: 742 Previous: 2639
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 min
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 19+00, 9' 6" 272998 25.7 120.3 95.7 99
below grade
Utility backfill
2 12" sanitary sewer line S-2, Station 19+00, 8' 6" 272998 25.8 116.2 92.4 96
below grade
Utility backfill
3 12" sanitary sewer line S-2, Station 19+00, 7' 6" 272998 23.4 117.8 95.5 99
below grade
Utility backfill
4 12" sanitary sewer line S-2, Station 19+00,6' 6" 272998 22.6 117.7 96.0 100
below grade
Utility backfill
5 12" sanitary sewer line S-2, Station 19+00, 5' 6" 272998 23.0 117.0 95.1 99
below grade
Utility backfill
6 12" sanitary sewer line S-2, Station 19+00, 4' 6" 272998 24.0 116.9 94.3 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.
(TM/KW) 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
Report of In-Place Density Testing
Report No.: 284057
Project No.: 0612510
Date of Service: 04/06/2007
Report Date: 06/06/2007
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. % (pcf) (pet) (%max)
Utility backfill
7 12" sanitary sewer line S-2, Station 19+00, 3' 6" 272998 24.1 117.3 94.5 98
below grade
Utility backfill
8 12" sanitary sewer line S-2, Station 19+00, 2' 6" 272998 22.9 117.1 95.3 99
below grade
Utility backfill
9 12" sanitary sewer line S-2, Station 19+90, l' 6" 272998 24.2 117.1 94.3 98
below grade
Utility backfill
10 12" sanitary sewer line S-2, Station 19+90, final 6" 272998 24.8 116.9 93.7 97
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 11: 15am Finished: 01 :OOpm 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.
(TM/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
Report of In-Place Density Testing
Report No.: 284502
Project No.: 0612510
Date of Service: 04/11/2007
Report Date: 06/06/2007
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: 36440
Test Mode: DT
Standard Counts
Moisture Density
Current: 672 Current: 2793
Previous: 677 Previous: 2805
MOISTURE DENSITY RELATIONS
MID No.
272998
Description
Brown I Silty Clay wI Organics
Moisture
%
Maximum
Density
(pet)
96.5
Project Requirements
Moisture Density
Optimum +4 95 min
22.5
Test
No
Test Location
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density Dry Density Density
% (pet) (pet) (% max)
Utility backfill
Water line W-1, Station 0+65, 2' below grade
Utility backfill
Water line W-1, Station 1 +00, 3' below grade
6"
272998
24.8
116.1
93.0
96
2
6"
272998
24.9
117.3
93.9
97
Technician: Bobby Robinson
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 12:45pm 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.
(TM/KW) Page 1 of 1