Duke Lesley-LR070308
Rone 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: (817) 284-1318
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:
277955
0612510
02/07/2007
03/08/2007
Project: Lesley Infrastructure
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction, LP
Test Metbods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 742 Current: 2561
Previous: 740
Previous: 2558
MOISTURE DENSITY RELATIONS
Description
Moisture %
Maximum
Density pef
Project Requirements
Moisture Density
MID No.
1
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 LOCA nON DEPTH No. (%) (pet) (pet) (% max)
Fill
1 Area C, northeast comer, 300' west, 300' 6" 23.1 117.1 95.1 99
south
Fill
2 Area C, northeast comer, 300' west, 400' 6" 23.7 116.8 94.4 98
south
Fill
3 Area C, northeast comer, 300' west, 500' 6" 23.7 116.3 94.0 97
south
Fill
4 Area C, northeast comer, 300' west, 600' 6" 23.9 116.6 94.1 98
south
Fill
5 Area C, northeast comer, 300' west, 700' 6" 24.9 116.8 93.5 97
south
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.
7AB Page 1 of2
Report No.: 277955
Project No.: 0612510
.,......11;0' ....i.~II.~VI..I~
~
Client: Duke Construction, LP
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(1) Duke Construction, LP
(1) EXTRANET
Started: 10: 15a
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.
7 AB Page 2 on
Rone 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: (817) 284-1318
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:
277775
0612510
02/06/2007
03/08/2007
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: 740 Current: 2558
Previous: 738
Previous: 2549
MOISTURE DENSITY RELATIONS
MID No.
Description
Moisture %
Maximum
Density pcf
Project Requirements
Moisture Density
Brown Silty Clay w/Organics
22.5
96.5
Optimum +4
95min
FIELD DENSITY TESTS
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pel) (pel) (% max)
Fill
1 Area C, northeast corner, 200' west, 300' 6" 1 22.6 116.6 95.1 99
south, 2' below grade
Fill
.2 Area C, northeast corner, 200' west, 400' 6" 24.1 116.4 93.8 97
south, 2' below grade
Fill
3 Area C, northeast corner, 200' west, 500' 6" 1 23.7 116.3 94.0 97
south, 2' below grade
Fill
4 Area C, northeast corner, 200' west, 600' 6" 22.9 116.4 94.7 98
south, 2' below grade
Fill
5 Area C, northeast corner, 200' west, 700' 1 23.0 117.5 95.5 99
south, 2' 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.
17AB Page 1 of2
Rone 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: (817) 284-1318
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:
277647
0612510
02/05/2007
03/08/2007
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: 738 Current: 2549
Previous: 742
Previous: 2566
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 LOCA nON DEPTH No. (%) (pcf) (pcf) (% max)
Fill
1 Area B, northeast corner, 400' west, 300' 6" 1 16.6 125.0 107.2 97
south, 2' below grade
Fill
2 Area B, northeast corner, 400' west, 500' 6" 1 17.8 124.2 105.4 96
south, 2' below grade
Fill
3 Area B, northeast corner, 400' west, 600' 6" 1 17.1 125.2 106.9 97
south, 2' below grade
Fill
4 Area B, northeast corner, 400' west, 700' 6" 1 17.0 124.6 106.5 97
south, 2' below grade
LIMITATIONS: The test results presented herein were prepared based upon tbe 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 tbe exclusive use of the clients to whom tbey are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
7AB Page 1 of 3
Report No.: 277647 '''V'lv 1--11~'I'v,",,' n':;I
~
Project No.: 0612510 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCA nON DEPTH No. (%) (pef) (pef) (% max)
Fill
5 Area B, northeast comer, 500' west, 300' 6" 2 23.4 119.7 97.0 101
south, 2' below grade
Fill
6 Area B, northeast comer, 500' west, 400' 6" 2 25.6 117.7 93.7 97
south, 2' below grade
Fill
7 Area B, northeast comer, 500' west, 500' 6" 2 26.3 117.8 93.3 97
south, 2' below grade
Fill
8 Area B, northeast comer, 500' west, 600' 6" 2 25.2 118.1 94.3 98
south, 2' below grade
Fill
9 Area B, northeast comer, 600' west, 300' 6" 2 24.2 118.1 95.1 99
south, 2' below grade
Fill
10 Area B, northeast comer, 600' west, 400' 6" 2 24.3 118.0 94.9 98
south, 2' below grade
Fill
11 Area B, northeast comer, 600' west, 500' 6" 2 24.3 117.5 94.5 98
south, 2' below grade
Fill
12 Area B, northeast comer, 600' west, 600' 6" 2 24.4 117.3 94.3 98
south, l' below grade
Fill
13 Area B, northeast comer, 700' west, 300' 6" 2 24.0 116.9 94.3 98
south, l' below grade
Fill
14 Area B, northeast comer, 700' west, 400' 6" 2 23.8 116.7 94.3 98
south, l' below grade
Fill
15 Area B, northeast comer, 700' west, 500' 6" 2 25.8 117.2 93.2 97
south, l' below grade
Fill
16 Area B, northeast comer, 700' west, 600' 6" 2 23.1 116.8 94.9 98
south, l' below grade
Fill
17 Area B, northeast corner, 800' west, 300' 6" 2 23.4 117.7 95.4 99
south, l' below grade
Fill
18 Area B, northeast comer, 800' west, 400' 6" 2 24.1 117.5 94.7 98
south, l' below grade
Fill
19 Area B, northeast comer, 800' west, 500' 6" 2 22.7 117.4 95.7 99
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.
7AB Page 2 of 3
Report No.: 277647
Project No.: 0612510
. ..._~.\;i> 1-1 .~.. U..."'. II'~
U
Client: Duke Construction, LP
TEST
NO
TEST LOCA nON
PROBE
DEPTH
MID
No.
MOISTURE WET DENSITY DRY DENSITY
(%) (pel) (pel)
DENSITY
(% max)
Fill
20 Area B, northeast comer, 800' west, 600'
south, 1 t below grade
6"
2
24.2
117.1
94.3
98
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(1) Duke Construction, LP
(1)EXTRANET
Started: 7:30am
Finished: 3:00pm
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.
7AB Page 3 of 3