Freeport NIP(7.0)-LR030225RoneEngineerr
A LEIGH COMPANY
Client: Duke Realty Services, LP
Attn: Mr. Jeff Langston
5495 Belt Line Road, Suite 360
Dallas TX 75254
Project:
Services:
CONTRACTOR: Duke Realty Services, LP
Test Methods: ASTM D 2922
ASTM D 3017
M/D No.
TEST
NO
Freeport 10
500 Freeport Parkway
Coppell, TX
Perform In -Place Density Test in accordance with ASTM Standards.
Building Pad
1 150' west x 150'
2nd lift
Building Pad
2 250' west x 150'
2nd lift
Building Pad
3 350' west x 150'
2nd lift
Building Pad
4 150' west x 100'
2nd lift
Building Pad
5 250' west x 100'
1st lift
Description
1 Tan Grayish Brown Clay w/ Traces of Sand 21.5
TEST LOCATION
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density pcf
south of northeast corner,
south of northeast corner,
south of northeast corner,
north of southeast corner,
north of southeast corner,
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 32720
Test Mode: DT
FIELD DENSITY TESTS
PROBE
DEPTH
6"
6"
6"
6"
6"
84/D
No.
IN -PLACE DENSITY TESTING
Report No.: 170921
Project No.: 037333
Date of Service: 02/18/2003
Report Date: 02/25/2003
Standard Counts
Moisture Density
Current: 654
Previous: 668
8908 Ambassador Row
Dallas, Texas 75247 -4510
(214) 630-9745
(214) 630 -9819 (fax)
Current: 3082
Previous: 3088
Project Requirements
Moisture Density
103.5 Optimum +5 95 min
MOISTURE WET DENSITY DRY DENSITY DENSITY
(pcf) (PO max)
1 25.3 128.4 102.5 99
1 22.6 124.7 101.7 98
1 23.9 128.2 103.5 100
1 22.8 125.4 102.1 99
1 21.9 121.4 99.6 96
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 shall e 1 of reproduced except in full without the written approval of Rone Engineers, Ltd.
07DD
Report No.: 170921
Project,No.: 037333
r TEST
NO
TEST LOCATION
Cliep L Duke Realty Services, LP
Building Pad
6 250' west x 400' north of southeast comer,
1st lift
Building Pad
7 300' west x 500' north of southeast corner,
1st lift
Building Pad
8 100' west x 75' north of southeast corner,
1st lift
6" 1
6" 1
6" 1
Test results on this report meet project specification.
Technician: Lanny Gist Started: 6:30am Finished: 11:OOa
Report Distribution:
(1) Duke Realty Services, LP (1) Engineering Analyst
(1) Duke Realty Services, LP
(1) City of Coppell Engineering Dept.
(1) Pacheco Koch Consulting Engineers
24.2 122.3 98.5
24.7 129.2 103.6
22.1 125.8 103.0
K. Scott atson
CMT Operations Manager
RoneElneers
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (pcf) (pci) max)
95
100
100
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 shall Z Z reproduced except in full without the written approval of Rone Engineers, Ltd.
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