Freeport NIP(8.0)-LR040910ineers
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
Perform In-Place Density Test in accordance with ASTM Standards,
Report No.: 217226
Project No.: 049245
Date of Service: 08/31/2004
Report Date: 09/10/2004
CONTRACTOR: Duke Construction
Test Methods: ASTM D-2922
ASTM D-3017
PROJECT DATA
Gauge: Troxler,~,~a~-
Gauge Serial No: 35518
Test Mode: DT
Moisture
Current: 736
Previous: 736
Standard Counts
Density
Current: 2727
Previous: 2727
M/D No.
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Brown Silty Sandy Clay
20.0 103.0
Project Requirements
Moisture Density
Optimum +4 95 min
FIELD DENSITY TESTS
TEST
NO
PRONE
TEST LOCATION DEPTH
Utility backfill
1 Storm drain, Station 5+50, 1' below grade
Utility backfill
2 Storm drain, Station 3+50, 1' below grade
Utility backfill
3
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%)
Storm drain, Station 1+50, 1' below grade 6" 1
Test results on this report meet project specification.
Teehnician: Joe Jemigan
Report Distribution:
(1) Duke Realty Services, ]bP
(1) Extranet
(1) City of Coppell
(1) City of Coppell
Started: 1 l:30a
(~0 (~._.~0 '--~__ _(% max) ~
22.5 123.8 101.1 /98 ]
/ /
20.8 120.2 99.5 /97/
21.7 ~122'1 ~
Finished: l:30pm
K. Scott Watson, AET
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 o£ similar subject matter provided by. persons.or .c?.nd!fi. ons o.ver w~ch we have.no. ~c~ntrol¢ O~r l_~_Re .m. ~and
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