Duke Lesley-LR070604
Rone Engineering
.
Client:
Duke Construction, LP
14241 Dallas Pkwy, Ste 1000
Dallas, TX 75254-2936
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
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
Report of In-Place Density Testing
Report No.: 284671
Project No.: 0612510
Date of Service: 04/12/2007
Report Date: 06/04/2007
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: 742 Current: 2641
Previous: 741 Previous: 2640
MOISTURE DENSITY RELATIONS
MID No.
272998
Description
Brown I Silty Clay wi Organics
Moisture
%
22.5
FIELD DENSITY TESTS
Maximum
Density
(pef)
96.5
Project Requirements
Moisture Density
Optimum +4 95 min
Test
No
Moisture Wet Density Dry Density Density
% (pef) (pef) (% maxI
Test Location
Utility Back Fill
Water line, Line W-1, Station 0+65, l' below
grade
Utility Back Fill
Water line, Line W-1, Station 0+65, final
Utility Back Fill
Water line, Line W-1, Station 1+00, 2' below
grade
Utility Back Fill
Water line, Line W-1, Station 1 +00, l' below
grade
Utility Back Fill
Water line, Line W-1, Station 1 +00, final
Utility Back Fill
Water line, Line W-1, Station 4+00,3' below
grade
2
3
4
5
6
Probe
Depth
MID
No.
24.2
117.1
94.3
98
6"
272998
24.8
116.9
93.7
97
6"
272998
22.8
116.9
95.2
99
6"
272998
24.5
116.2
93.3
97
6"
272998
24.7
116.8
93.7
97
6"
272998
23.6
116.9
94.6
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.
(FB/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.: 284671
Project No.: 0612510
Date of Service: 04/12/2007
Report Date: 06/04/2007
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 Back Fill
7 Water line, Line W-1, Station 4+00,2' below 6" 272998 24.1 117.3 94.5 98
grade
Utility Back Fill
8 Water line, Line W-1, Station 4+00, l' below 6" 272998 23.4 117.8 95.5 99
grade
Utility Back Fill
9 Water line, Line W-1, Station 4+00, final 6" 272998 24.2 117.1 94.3 98
Utility Back Fill
10 Water line, Line W-1, Station 6+25,3' below 6" 272998 24.1 117.0 94.3 98
grade
Utility Back Fill
11 Water line, Line W-1, Station 6+25, 2' below 6" 272998 23.9 117.3 94.7 98
grade
Utility Back Fill
12 Water line, Line W-1, Station 6+25, l' below 6" 272998 24.9 116.8 93.5 97
grade
Utility Back Fill
13 Water line, Line W-1, Station 6+25, final 6" 272998 23.0 116.5 94.7 98
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 09:30am Finished: 12:00pm Rone Engineering
V~~
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.
(FB/KW) 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
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
Report of In-Place Density Testing
Report No.: 284804
Project No.: 0612510
Date of Service: 04/13/2007
Report Date: 06/04/2007
PROJECT DATA
Contractor:
Test Method: ASTM 0-2922
ASTM 0-3017
Gauge: Troxler 3430
Gauge Serial No: 35009
Test Mode: DT
Standard Counts
Moisture Density
Current: 762 Current: 2417
Previous: 764 Previous: 2419
MOISTURE DENSITY RELATIONS
MID No.
272998
Description
Brown I Silty Clay wI Organics
Moisture
%
22.5
FIELD DENSITY TESTS
Maximum
Density
(pef)
96.5
Project Requirements
Moisture Density
Optimum +4 95 min
Test
No
Moisture Wet Density Dry Density Density
% (pet) (pet) (% max)
Test Location
Utility Back Fill
Water line, Line W-1, Station 8+25, 3' below
grade
Utility Back Fill
Water line, Line W-1, Station 8+25, 2' below
grade
Utility Back Fill
Water line, Line W-1, Station 8+25, l' below
grade
Utility Back Fill
Water line, Line W-1, Station 8+25, final
Utility Back Fill
Latitude line, Line B-5, Station 96+84, final
Utility Back Fill
Storm drain, Line B, Station 22+50, l' below
grade
2
3
4
5
6
Probe
Depth
MID
No.
24.2
116.4
93.7
97
6"
272998
24.8
115.3
92.4
96
6"
272998
25.5
115.8
92.3
96
6"
272998
22.8
115.7
94.2
98
6"
272998
24.7
115.2
92.4
96
6"
272998
24.1
114.8
92.5
96
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.
(FB/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.: 284804
Project No.: 0612510
Date of Service: 04/13/2007
Report Date: 06/04/2007
Project: Lesley Infrastructure
Services: Perform In-Place Density Testing
Test
No
Test Location
Utility Back Fill
Storm drain, Line 8, Station 25+40, l' below
grade
FIELD DENSITY TESTS
Probe MID
Depth No.
Moisture Wet Density Dry Density Density
% (pct) (pct) (% max)
7
6" 272998
24.8
115.2
92.3
96
Technician: Joe Jernigan
Report Distribution:
Orig: Duke Construction, LP (Dallas, TX)
Attn: Mr. Alex Bennett PE (1-ec copy)
Started: 08:45am Finished: 10:45am 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.
(FB/KW) Page 2 of 2