Duke Lesley-LR070223
Rone Engineering
.
8908 Ambassador Row, Dallas, TX 75247
7701 W. Little York, Suite 600, Houston, TX 77040
4221 Freidricb Lane, Suite 195, Austin, TX 78744
Corporate Pbone: (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:
277286
0612510
01/30/2007
02/23/2007
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
GaugeSeri~Nm 35518
Test Mode: DT
Moisture
Current: 744
Previous: 794
Standard Counts
Density
Current: 2560
Previous: 2552
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 LOCA nON DEPTH No. (%) (pef) (pcf) (% max)
Fill
1 100' west, 200' south, area E, northeast 6" 24.1 117.5 94.7 98
corner, l' below grade
Fill
2 100' west, 300' south, area E, northeast 6" 22.7 117.4 95.7 99
corner, I' below grade
Fill
3 100' west, 400' south, area E, northeast 6" 24.2 117.1 94.3 98
corner, I' below grade
Fill
4 100' west, 500' south, area E, northeast 6" 24.8 116.9 93.7 97
corner, I' below grade
Fill
5 200' west, 200' south, area E, northeast 6" 23.3 117.9 95.6 99
corner, l' 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.
7 Page 1 of 3
Report No.: 277286 . ,.....,...,... ...... t~.. .~~. n I~
~
Project No.: 0612510 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pel) (pel) (% max)
Fill
6 200' west, 300' south, area E, northeast 6" 24.1 117.3 94.5 98
corner, l' below grade
Fill
7 200' west, 400' south, area E, northeast 6" 23.6 116.9 94.6 98
corner, l' below grade
Fill
8 200' west, 500' south, area E, northeast 6" 1 24.7 116.8 93.7 97
corner, l' below grade
Fill
9 300' west, 200' south, area E, northeast 6" 24.4 116.9 94.0 97
corner, l' below grade
Fill
10 300' west, 300' south, area E, northeast 6" 22.8 116.9 95.2 99
corner, l' below grade
Fill
11 300' west, 400' south, area E, northeast 6" 1 22.6 116.6 95.1 99
corner, l' below grade
Fill
12 300' west, 500' south, area E, northeast 6" 1 24.1 116.4 93.8 97
corner, I' below grade
Fill
13 400' west, 200' south, area E, northeast 6" 23.7 116.3 94.0 97
corner, l' below grade
Fill
14 400' west, 300' south, area E, northeast 6" 22.9 116.4 94.7 98
corner, I' below grade
Fill
15 400' west, 400' south, area E, northeast 6" 23.0 117.5 95.5 99
corner, l' below grade
Fill
16 400' west, 500' south, area E, northeast 6" 23.1 117.1 95.1 99
corner, l' below grade
Fill
17 500' west, 200' south, area E, northeast 6" 23.7 116.8 94.4 98
corner, l' below grade
Fill
18 500' west, 300' south, area E, northeast 6" 23.7 116.3 94.0 97
corner, I' below grade
Fill
19 500' west, 400' south, area E, northeast 6" 23.9 116.6 94.1 98
corner, I' below grade
Fill
20 500' west, 500' south, area E, northeast 6" 1 24.9 116.8 93.5 97
corner, l' 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.
J7 Page 2 of3
Report No.: 277286 . 'v. Iv ..... '~II ,""'". n I~
~
Project No.: 0612510 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pet) (pet) (% max)
Fill
21 600' west, 200' south, area E, northeast 6" 24.2 116.4 93.7 97
comer, I' below grade
Fill
22 600' west, 300' south, area E, northeast 6" 24.8 115.3 92.4 96
comer, I' below grade
Fill
23 600' west, 400' south, area E, northeast 6" 1 25.5 115.8 92.3 96
comer, l' below grade
Fill
24 600' west, 500' south, area E, northeast 6" 22.8 115.7 94.2 98
comer, l' below grade
Fill
25 700' west, 200' south, area E, northeast 6" 1 24.7 115.2 92.4 96
comer, I' below grade
Fill
26 700' west, 300' south, area E, northeast 6" 24.1 114.8 92.5 96
comer, I' below grade
Fill
27 700' west, 400' south, area E, northeast 6" 24.8 115.2 92.3 96
comer, I' below grade
Fill
28 700' west, 500' south, area E, northeast 6" 26.0 115.2 91.4 95
comer, I' below grade
Fill
29 800' west, 200' south, area E, northeast 6" 25.2 115.4 92.2 96
comer, I' below grade
Fill
30 800' west, 300' south, area E, northeast 6" 25.3 114.8 91.6 95
comer, l' below grade
Fill
31 800' west, 400' south, area E, northeast 6" 24.7 117.5 94.2 98
comer, I' below grade
Fill
32 700' west, 500' south, area E, northeast 6" 22.9 117.2 95.4 99
comer, I' below grade
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(I) Duke Construction, LP
(I) EXTRANET
Started: 8:00am
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 r.onditions 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 Page 3 of 3
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:
277138
0612510
01/29/2007
02/23/2007
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-30l7
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 744 Current: 2552
Previous: 741 Previous: 2547
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. (%) (pel) (pet) (% max)
Fill
200' west, 300' south, area B, northeast 6" 1 24.3 117.5 94.5 98
comer, I' below grade
Fill
2 200' west, 400' south, area B, northeast 6" 24.4 117.3 94.3 98
comer, 2' below grade
Fill
3 200' west, 500' south, area B, northeast 6" 24.0 116.9 94.3 98
comer, 2' below grade
Fill
4 200' west, 600' south, area B, northeast 6" 23.8 116.7 94.3 98
comer, 2' below grade
Fill
5 200' west, 700' south, area B, northeast 6" 25.8 117.2 93.2 97
comer, 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.
7 Page 1 of2
. "_II..... _. I~U __...... u-::1
Report No.: 277138 ~
Project No.: 0612510 Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCA nON DEPTH No. (%) (pel) (pel) (% max)
Fill
6 200' west, 300' south, area B, northeast 6" 23.1 116.8 94.9 98
comer, 2' below grade
Fill
7 200' west, 400' south, area B, northeast 6" 23.4 117.7 95.4 99
comer, 2' below grade
Fill
8 200' west, 500' south, area B, northeast 6" 1 23.4 119.7 97.0 101
comer, 2' below grade
Fill
9 300' west, 600' south, area B, northeast 6" 25.6 117.7 93.7 97
corner, 2' below grade
Fill
10 300' west, 700' south, area B, northeast 6" 26.3 117.8 93.3 97
comer, I' below grade
Fill
11 400' west, 300' south, area B, northeast 6" 25.2 118.1 94.3 98
comer, 2' below grade
Fill
12 300' west, 400' south, area B, northeast 6" 1 24.2 118.1 95.1 99
comer, 2' below grade
Fill
13 300' west, 500' south, area B, northeast 6" 1 24.3 118.0 94.9 98
comer, 2' below grade
Fill F
14 300' west, 600' south, area B, northeast 6" 24.2 117.1 94.3 98
comer, 2' below grade
Fill
15 300' west, 700' south, area B, northeast 6" 24.8 116.9 93.7 97
comer, I' below grade
Test results on this report meet project specification.
Technician: Joe Jernigan
Report Distribution:
(I) Duke Construction, LP
(I) EXTRANEI
Started: 7:30am
Finished: 1: 15pm
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.
17 Page 2 of2