Freeport NIP(8.0)-LR040825ineers
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:
Project:
Duke Realty Services, LP
Mr. Brian Straley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
Freeport XI & XII
Coppell, Texas
Report No.: 214996
Project No.: 049245
Date of Service: 08/03/2004
Report Date: 08/25/2004
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Duke Construction
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 35518 Current: 708 Current: 2723
Test Mode: DT Previous: 702 Previous: 2687
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
MID No. Description Moisture % Density pcf Moisture Density
1 Brown Silty Sandy Clay 20.0 103.0 +1/+4 92 - 98
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (pc0 (pet) (% max)
Fill . /
1 A.1/3, Building #11, 1st lift 6 1 23.0 120.2 97.7 / 95
Fill ,, /
2 A.1/12, Building #11, 1st lift 6 I 23.3 120.1 97 4 i 95
Fill , '
3 A. 1/2, Building #11, 2nd lift 6 1 23.2 120.1 97.5 ! 95
Fill ,,
4 A.1/13, Building #11, 2nd lift 6 1 23.0 120.5 98.0 ~ 95
Test results on this report meet project specification. ~,~, ~.._~.~N,,~
ReportTechniclan=Distribution:JOe Jemigan Started: 9:#0am Finished: 11:00a
(1) Duke Realty Services, LP --
(I) City of Coppell
(1) City of Coppell
K. S~ rt Watson, AET
CMT O >erations Manager
LIIvtlTATIONS: 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
repons ~re for the excIusive 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.
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