Freeport NIP(7.0)-LR0304018908 Ambassador Row
Dallas, Texas 75247-4510
(214) 63O-9745
(214) 630-9819 (fox)
IN-PLACE DENSITY TESTING
CHent:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Rbad, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
P~rfonn In-Place Density Test in accordance with ASTM Standards.
Report No.: 173611
Project No.: 037333
Date of Service: 03/27/2003
Report Date: 04/01/2003
PROJECT DATA
CONTRACTOR:
Test Methods:
Duke Realty Services, LP
ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Moisture
Gauge Serial No: 32720 Current: 659
Test Mode: DT
Previous: 669
MOISTURE DENSITY RELATIONS
Maximum
M/n No. Description Moisture %
1 Dark Brown Clay 19.5
Standard Counts
Density
Current: 3080
Previous: 3079
Project Requirements
Density pcf Moisture Density
104.5 Optimum +4
95 mia
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) Goc0 (PC0 (% max)
Fill
1 Retention pond, 50' east x 25' south of 6" 1 22.0 124.7 102.2 98
northwest comer, final
Fill
2 Retention pond, 150' east x 25' south of 6" 1 23.3 127.1 103.1 99
northwest comer, final
Fill
3 Retention pond, 300' east x 25' south of 6" 1 20.6 120.1 99.6 95
northwest comer, final
Fill
4 Retention pond, 350' east x 50' south of 6" 1 23.2 126.5 102.7 98
northwest comer, final
Fill
5 Retention pond, 200' east x 50' south of 6" 1 21.1 122.9 101.5 97
northwest comer, final
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, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports am 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 Engineers, Ltd.
07DK Page 1 of 2
Report No.: 173611 RoneEngineers
Project No.: 037333
Client: Duke Realty Services, LP
TEST
NO
TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (pc0 (% max)
Fill
Retention pond, 100' east x 50' south of
northwest corner, final.
6" 1 22.7 125.0 101.9 98
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Sbrvic~s, LP
(l) City of Coppell Engineering Dept.
(1) Paeheco Koch Consulting Engineers
Test results on this report meet project specification. /~//~
(1) En~tni:rier~:An21~Pm Finished: 4:30pm R~
(1) City of Coppell Engineering Dept. /' K.~S~ott Wa~ on
CMT Operations Mana
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, performance, 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 Engineers, Ltd.
07DK Page 2 of 2
Ro gineers
8908 Ambassador Row
Dallas, Texas 752474510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
Duke Realty Services, LP
Attn: Mr. JeffLangston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: . 173553
Project No.: 037333
Date of Service: 03/27/2003
Report Date: 04/01/2003
PROJECT DATA
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32720 Current: 659
Test Mode: DT Previous: 669
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Dark Brown Clay (lime treated)
Standard Counts
Density
Current: 3080
Previous: 3079
Project Requirements
Moisture Density
20.0 101.0 Optimum + 95 - 100
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Lime Subgrade
1 Building pad, 125' east x 100' north of
southwest comer, final
Lime Subgrade
2 Building pad, 125' east x 200' north of
southwest comer, final
Lime Subgrade
3 Building pad, 125' east x 300' north of
southwest comer, final
Lime Subgrade
4 Building pad, 125' east x 400' north of'
southwest comer, final
Lime Subgrade
5 Building pad, 200' east x 500' north of
southwest comer, final
PROBE
DEPTH
NED MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (pc/') (% max)
6" 1 22.6 120.0 97.9 97
6" 1 23.0 120.7 98.1 97
6" 1 21.6 122.0 100.3 99
6" 1 20.9 118.7 98.2 97
6" 1 24.0 125.1 100.9 100
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, performance, 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 Engineem, Ltd.
07DK Page 1 of 2
Report No.: 173553
Project No.: 037333
Client: Duke Realty Services, LP
RoneEngineers
TEST
NO TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pct') (per) (% max)
Lime Subgrade
6 Building pad, 200' east x 400' north of
southwest comer, final
Lime Subgrade
7 Building pad, 200' east x 300' north of
southwest comer, final
Lime Subgrade
8 Building pad, 200' east x 200' north of
southwest comer, final
6" 1
23.8 123.2 99.5 99
6" 1
22.6 121.3 98.9 98
6" 1
20.4 118.0 98.0 97
Test results on this report meet project specification.
See report #173611 for technician time.
Technician: Lanny Gist
Report Distribution:
(1) Duke Realty Services, LP
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
Started: Finished:
(1) Engineering Analyst
(I) City of Coppell Engineering Dept.
K. Scott Watson
CMT Operations 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, performance, 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 Engineers, Ltd.
07DK Page 2 of 2