Freeport NIP(8.0)-LR040925ineers
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
Report No.: 218455
Project No.: 049245
Date of Service: 09/15/2004
Report Date: 09/25/2004
Project: 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: 705
Standard Counts
Density
Current: 2692
Previous: 2689
M/D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture °/0 Density pcf
Project Requirements
Moisture Density
1 Lime Treated Dark Brown Clay
27.5
89.0 Optimum +4
95 min
FIELD DENSITY TESTS
TEST PROBE M/D
NO TEST LOCATION DEPTH No.
MOISTURE WET DENSITY DRY DENSITY DENSYI~
(%) (pcf) (pci) (% max)
28.3 116.0 90.4 102
28.9 113.4 88.0 99
31.5 114.9 87.4 98
27.8 112.6 88.1 99
29.6 112.2 86.6 97
29.9 112.5 86.6 97
30.2 112.4 86.3 97
Building pad subgrade
1 Pad 11, Lines 14/A.9 6" 1
Building pad subgrade
2 Pad 11, Lines 11/A.9 6" 1
Building pad subgrade
3 Pad 11, Lines 9/A.9 6" 1
Building pad subgrade
4 Pad 11, Lines 6/A.9 6" 1
Building pad subgrade
5 Pad 11, Lines 4/A.9 6" 1
Building pad subgrade
6 Pad 11, Lines 14/E. 1 6" 1
Building pad subgrade
7 Pad Il,Lines ll/E.1 6" 1
Building pad subgrade
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
ce erformance etc or an other feature of s m ar subject matler provided by persons or conditions over which we have no con~-ol. Our letters and
composition appearan , P , ) Y ......... ,t ~d e-~ce~! in full without the written aoproval of Rone Engineers, Ltd
Page 1 of 2
leers
Report No.: 218455
Project No.: 049245 Client: Duke Realty Services, LP
TEST
NO
8
9
10
TEgTLOCAT1ON
Pad 11, Lines 9/E.1
Building pad subgrade
Pad 1 t, Lines 6/E.I
Building pad subgrade
Pad 11, Lines 4/E.1
Technician: Joe Jemigan
Report Distribution:
(1) Duke Realty Services, LP
(l) Extranet
(1) City of Coppell
(1) City of Coppell
PROBE M/D MOISTL~E WETDENSITYDRY DENSITY DENSITY
DEPTH No. (%) (pc0 (pc~ (% max)
6" 1 29.5 113.2 87.4 98
6" 1 28.9 113.4 88.0 99
6" 1 28.7 113.8 88.4 99
Started: 3:30pm Finished: 5:30pm
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 s~h~a21~ng t~bte~r e p r o d u c e d except in full without the writtun approval of Rone Engineers, Ltd.
RoneEn gineers
Client:
Duke Realty Services, LP
Mr. Brian St~aley
5495 Belt Line Rd., Ste 360
Dallas TX 75254
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6~00 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Repo~ No.: 218344
Pr~ect No.: 049245
Date of Service: 09/14/2004
Report Date: 09~5~004
Project: Freepor~ XI & XII
Coppell, Texas
Services: Perform In-Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Duke Cons~uction
Test Methods: ASTM D-2922
ASTIVi D-3017
Gauge: Troxler 3411
Gauge Serial No: 4645
Test Mode: DT
Moisture
Current: 556
Previous: 568
Standard Counts
Density
Current: 1767
Previous: 1726
No.
Description
MOISTURE DENSITY RELATIONS
M~ximum
Moistare % Density pcf
Lime Treated Dark Brown Clay
Project Requirements
Moisture Density
27.5 89.0 Optimum +4 95 min
TEST
NO
TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcO (% max)
Building cap 6" I 28.0 110.3 86.2 97
1 100' north, 50' east of southwest building
comer, fmal
Building cap 6" 27.5 110.4 86.6 97
2 200' north, 50' east of southwest building 1
comer, final
Building cap 6" 1 27.5 108.6 85.2 96
3 300' not,h, 50' east of southwest building
corner, final
Test results on this report meet project specification ~~_/_ .~
Started: 2:15pm Finished: 5:00pm
K. Scott Watson, AET
CMT Operations Manager
Technician: Jason Bartholomew
Report Distribution:
(1) Duke Realty Services, LP
(1) Ex,net
(1) City of Coppell
(1) City of Coppell
LIMITATIONS: The test results presented herein were prepared bzsed upon the specific samples provided for testing. We assume no responsibility for variation in quality
sitio c~ erformanc~, etc.) or any other feature °f sim d ar subject m~, pr°v'~d~ ~bfd ?~s~°n~;°~'~l f~i~t~ ~fT~f~n~t?d
( Cr~olo~ ~orap~l~e~x~l usivP e use of the chents to whom they are addressed and shall no, oe repr I~ ........
o'~iq Page 1 of I
M'~I~ [~ngJne~fi~g Testing
~De~l Pa&e
North