Duke Lesley-LR070119
~one 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: (214) 630-9745
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:
274757
0612510
12/18/2006
01/19/2007
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: 743 Current: 2526
Previous: 741
Previous: 2522
MOISTURE DENSITY RELATIONS
MID No.
Description
Moisture %
Maximum
Density pcf
Project Requirements
Moisture Density
Brown Sandy Silty Clay wi Limestone Fragments
15.5
110.0
Optimum +4
95 min
2
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 LOCATION DEPTH No. (%) (pet) (pet) (% max)
Fill
Northwest comer, area B, 100' east, 300' 6" 16.6 125.0 107.2 97
south, 2' below grade
Fill
2 Northwest comer, area B, 100' east, 400' 6" 17.8 124.2 105.4 96
south, 2' below grade
Fill
3 Northwest comer, area B, 100' east, 500' 6" 17.1 125.2 106.9 97
south, 2' below grade
Fill
4 Northwest comer, area B, 100' east, 600' 6" 17.0 124.6 106.5 97
south, I' 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.
7TM Page 1 of 2
Report No.: 274757 ....-......-..;:::r...............::J
~
Project No.: 06]25]0 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pef) (pef) (% max)
Fill
5 Northwest comer, area B, 200' east, 300' 6" 2 23.4 119.7 97.0 101
south, 3' below grade
Fill
6 Northwest comer, area B, 200' east, 400' 6" 2 25.6 117.7 93.7 97
south, 3' below grade
Fill
7 Northwest comer, area B, 200' east, 500' 6" 2 26.3 117.8 93.3 97
south, 3' below grade
Fill
8 Northwest comer, area B, 200' east, 600' 6" 2 25.2 118.1 94.3 98
south, I' below grade
Fill
9 Northwest comer, area B, 300' east, 300' 6" 2 24.2 118.1 95.1 99
south, 2' below grade
Fill
10 Northwest comer, area B, 300' east, 400' 6" 2 24.3 118.0 94.9 98
south, 3' below grade
Fill
11 Northwest comer, area B, 300' east, 500' 6" 2 24.3 117.5 94.5 98
south, 3' below grade
Fill
12 Northwest comer, area B, 300' east, 600' 6" 2 24.4 117.3 94.3 98
south, 2' below grade
Fill
13 Northwest comer, area B, 400' east, 300' 6" 2 24.0 116.9 94.3 98
south, 2' below grade
Fill
14 Northwest comer, area B, 400' east, 400' 6" 2 23.8 116.7 94.3 98
south, 3' below grade
Fill
15 Northwest comer, area B, 400' east, 500' 6" 2 25.8 117.2 93.2 97
south, 3' below grade
Fill
16 Northwest comer, area B, 400' east, 600' 6" 2 23.1 116.8 94.9 98
south, l' below grade
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(I) Duke Construction, LP
(l)EXTRANET
Started: 8:00am
Finished: 10:00a
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.
17TM Page 2 of 2
~one 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: (214) 630-9745
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:
274607
0612510
12/15/2006
01/19/2007
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
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 741 Current: 2522
Previous: 742
Previous: 2536
MOISTURE DENSITY RELATIONS
MiD No.
Descri ption
Moisture %
Maximum
Density per
Project Requirements
Moisture Density
Brown Silty Clay w/Organics
22.5
96.5
NA
95 min
FIELD DENSITY TESTS
TEST PROBE MJD MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCA nON DEPTH No. (%) (pel) (pel) (% max)
Fill
1 Area C, northwest comer, 400' south, 200' 6" 24.3 118.0 94.9 98
east,S' below grade
Fill
2 Area C, northwest comer, 400' south, 400' 6" 24.2 118.1 95.1 99
east, 6' below grade
Fill
3 Area C, southwest comer, SOD' north, 200' 6" 1 25.2 118.1 94.3 98
east, 6' below grade
Fill
4 Area C, southwest comer, 500' north, 400' 6" 26.3 117.8 93.3 97
east, 6' below grade
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(1) Duke Construction, LP
(1) EXTRANET
Started: 2:00pm
Finished: 3:30pm
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.
17TM Page I of 1
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidrieh Lane, Suite 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
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:
274538
0612510
12/15/2006
01/19/2007
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
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 741 Current: 2522
Previous: 742
Previous: 2536
MOISTURE DENSITY RELATIONS
MID No.
Description
Moisture %
Maximum
Density pef
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 LOCATION DEPTH No. (%) (pcf) (pef) (% max)
Fill
Area B, northwest comer, 300' south, 300' 6" 1 25.7 120.3 95.7 99
east, 4' below grade
Fill
2 Area B, northwest comer, 300' south, 500' 6" 25.8 116.2 92.4 96
east, 5' below grade
Fill
3 Area B, northwest comer, 300' south, 700' 6" 23.4 117.8 95.5 99
east, 6' below grade
Fill
4 Area B, northwest comer, 300' south, 900' 6" 22.6 117.7 96.0 99
east, 5' below grade
Fill
5 Area B, southwest comer, 200' north, 300' 6" 23.0 117.0 95.1 99
east, 4' 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.
)7TM Page 1 of 2
Report No.: 274538
Project No.: 0612510
1"'_""" _I ,~u ............ 1l1~
!Jf/J
Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pet) (pet) (% max)
Fill
6 Area B, southwest comer, 200' north, 500' 6" 1 24.0 116.9 94.3 98
east, 5' below grade
Fill
7 Area B, southwest comer, 200' north, 700' 6" 24.1 117.3 94.5 98
east, 6' below grade
Fill
8 Area B, southwest comer, 200' north, 900' 6" 22.9 117.1 95.3 99
east, 6' below grade
Technician: Joe Jernigan
Report Distribution:
(I) Duke Construction, LP
(I) EXTRANET
Started: 7:30am
Finished: 10: 15a
Test results on this report meet project specification.
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.
17TM Page 2 of 2