Duke Lesley-LR070112
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: (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:
274154
0612510
12/12/2006
01/12/2007
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
Moisture
Current: 472
Standard Counts
Density
Current: 2562
Previous: 469
Previous: 2557
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. (%) (pcf) (pcf) (% max)
Fill
1 Area F, 300' south, 300' west from 6" 24.3 117.5 94.5 98
northwest comer, I' below grade
Fill
2 Area F, 400' south, 500' west from 6" 24.4 117.3 94.3 98
northwest corner, I' below grade
Fill
3 Area E, 200' south, 300' west from 6" 1 24.0 116.9 94.3 98
northwest corner, 2' below grade
Fill
4 Area E, 300' south, 500' west from 6" 23.8 116.7 94.3 98
northwest corner, 2' below grade
Fill
5 Area I, 100' north, 400' west from southeast 6" 25.8 117.2 93.2 97
comer, 2' below grade
LIM:ITATlONS: 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 1 of 2
Report No.: 274154
Project No.: 0612510
....VI.""r-...~rI.G'l;;;I...~
II'
Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCA nON DEPTH No. (%) (pel) (pel) (% max)
Fill
6 Area I, 100' north, 400' west from southeast 6" 1 23.1 116.8 94.9 98
comer, l' below grade
Fill
7 Area L. 100' south, 250' east from northwest 6" 23.4 117.7 95.4 99
comer, final
Technician: Joe Jernigan
Report Distribution:
(I) Duke Construction, LP
(I) EXTRANEI
Started: 1:15pm
Finished: 3:15pm
Test results on this report meet project specification.
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 VI'fitten approval of Rone Engineering Services, Ltd.
7TM Page 2 of 2
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:
274105
0612510
12/12/2006
01/12/2007
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 0-2922
ASTMD-3017
Gauge: Troxler 3430
Gauge Serial No: 35518
Test Mode: DT
Standard Counts
Moisture Density
Current: 472 Current: 2562
Previous: 469 Previous: 2557
MOISTURE DENSITY RELATIONS
MID No.
Deseri ption
Moisture %
Maximum
Density per
Project Requirements
Moisture Density
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 LOCATION DEPTH No. (%) (pet) (pet) (% max)
Fill
1 Area G, 100' south, 300' west from 6" 23.4 119.7 97.0 101
northeast comer, I' below grade
Fill
2 Area G, 200' south, 400' west from 6" 25.6 117.7 93.7 97
northeast comer, l' below grade
Fill
3 Area F, 300' south, 300' west from northeast 6" 1 26.3 117.8 93.3 97
comer, 2' below grade
Fill
4 Area F, 400' south, 500' west from northeast 6" 25.2 118.1 94.3 98
comer, 2' below grade
Fill
5 Area E, 200' south, 300' west from northeast 6" 1 24.2 118.1 95.1 99
comer, 3' below grade
LIMIT A nONS: 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.: 274105
Project No.: 0612510
I .......n Iv ..... .~.. 1~III;H ...~
'"
Client: Duke Construction, LP
TEST PROBE MID MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pef) (pef) (% max)
Fill
6 Area E, 300' south, 500' west from northeast 6" 24.3 118.0 94.9 98
comer, 3' below grade
Technician: Joe Jernigan
Report Distribution:
(1) Duke Construction, LP
(I) EXTRANET
Started: 8:00am
Finished: 10:30a
K. Scott Watson, AET
Project Manager
Test results on this report meet project specification.
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 ofRone Engineering Services, Ltd.
7TM Page 2 of 2