Freeport NIP(8.0)-LR040924ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Port Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214)630-9745
IN-PLACE DENSITY TESTING
Client:
Project:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254 J
Freeport XI & XII
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Duke Construction
Test Methods: ASTM D-2922
ASTM D-3017
PROJECT DATA
Gauge: Troxler 3430 Moisture
Gauge Serial No: 35518 Current: 704
Test Mode: DT Previous: 739
Report No.: 217385
Project No.: 049245
Date of Service: 09/01/2004
Report Date: 09/24/2004
Standard Counts
Density
Current:. 2683
Previous: 2725
M/D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pof
Project Requirements
Moisture Density
1 Brown Silty Sandy Clay
20.0
103.0 Optimum +4
95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
Utility backfill
1 Storm drain, west side, Station 1+75, 1' 6"
below grade
Utility backfill
2 Storm drain, west side, Station 1+75, grade 6"
Utility backfill
3 Storm drain, west side, Station 3+75, 1' 6"
below grade
Utility backfill
4 Storm drain, west side, Station 3+75, grade 6"
Utility backfill
5 Storm drain, west side, Station 5+75, grade 6"
Utility backfill
6 Storm drain, west side, Station 7+00, grade 6"
M/D MOISTURE WET DENSITY DRY DENSYrY DENSITY
No. (%) (pcf) (pcf) (% max)
1 20.9 118.8 98.3
1 21.0 118.1 97.6
I 20.0 119.4 99.5
r 95
95
97
1 21.6 120.4 99.0 96
1 21.7 120.4 98.9 ~_96
1 22.9 120.2 97.8 95
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
07SS Page 1 of 2
RoneEngineers
Report No.: 217385
Project No.: 049245 Client: Duke Realty Services, LP
TEST
NO
TEST LOCATION
]PROBE
DEPTH
M/I) MOISTURE WET DENSITY DRY DENSITY DENSITY
NO. (%) (pcO (pod (% max)
Utility backfill
7 Storm drain, west side, Station 7+00, grade
Utility backfill
8 Storm drain, east side, Station 0+50, 1'
below grade
6" 1 21.9 120.4
6" 1 21.5 120.0
Technician: Joe Jernigan
Report Distribution:
(1) Duke Realty Services, LP
(1) Exiranet
(1) Cit~ of Coppell
(1) City of Coppell
98.8 96
98.8 96
Test results on this report meet project specification. ~ ~
Started: ll:30a Finished: 12:45p Ro~/~
K. Scott Watson, AET
CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We a~sume no responsibility for variation in quality
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