Freeport NIP(8.0)-LR041129ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Project: Freeport XI & XII
Coppell, Texas
Report No.: 222775
Project No.: 049245
Date of Service: 11/12/2004
Report Date: 11/29/2004
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction
Test Methods: ASTM D-2922
ASTM D-3017
NFl) No. Description
Gauge: Troxler 3430
Gauge Serial No: 32719
Test Mode: DT
Moisture
Current: 636
Previous: 634
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 2768
Previous: 2776
Project Requirements
Moisture Density
1 Brown Silty Sandy Clay
20.0
103.0 Optimum +
95 mtn
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcO (pcl) (% max)
Pavement subgrade
I Freeport Parkway, northbound turn lane for 8" 1
the firelane entrance, 150' south of
eenterline entrance
Pavement subgrade
2 Freeport Parkway, northbound mm lane for 8" 1
the firelane entrance, 50' south of centerline
entrance
Pavement subgrade
3 Freeport Parkway, northbound turn lane for 8" 1
the firelane entrance, 20' north of centerline
entrance
Pavement subgrade
23.4 I23.6 100.2 97
24.0 I24.6 100.5 98
22.9 124.0 100.9 98
LIIvilTATIONS: 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, ere) 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 thll without the written approval of Rone Engineers. Ltd.
07TM Page 1 of 2
Report No.: 222775 RoneEngineers
Project No.: 049245 Client: Duke Realty Services, LP /~'/
TEST
NO TEST LOCATION
PROBE
DEPTH
M/n MOISTURE WETDENSITY DRYDENSITY DENSITY
No. (%) (pcO (pcI) (% max)
4 Northeast parking lot of Building 12, 75'
east, 35' south of northeast building comer
Pavement subgrade
5 Northeast parking lot of Building 12, 75'
east, 75' north of northeast building comer
Pavement subgrade
6 Northeast parking lot of Building 12, 175'
east, 50' north of northeast building comer
Technician: Bobby Robinson
Report Distribution:
(1) Duke Realt3* Services, LP
(I) Extranet
(I) City of Coppell
(1) City of Coppell
8" 1 22.9 127.2 103.5 100
8" 1 20.2 I23.4 102.7 I00
8" 1 22.7 125.5 102.3 99
Test results on this report meet project specification.
Started: 8:00am Finished: 10:00a Ron~~~
l~.'Sco~Watson,~ET
CMT Operations Manager
LIMJTATIONS: 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.
07TM Page 2 of 2