Gateway BP(1.6)-LR060613FIELD DENSITY TESTING
• 94061163 0014
l~~rracon
Report Number 8901 Car enter F
p rwy, Ste #100
Service Date: May 30, 2006 Dallas, Texas 75247
(214} 630-1010
Client: Report Date: June 13, 2006
ProLogis Project: Freeport Corporate Ctr Bldg 6
Attn Keith Porter Freeport Pkwy & Gateway
2310 LBJ Freeway Ste 200 Coppelt, TX
Dallas TX 75234 ~,/
Material Information
Material Laboratory
No Test Method
1 611630004 ASTM D 698
2 611630001 ASTM D 698
Field Test Data
Test
No.: ~94dfi1163
Dark b~ n clay
Dark grayish brown & brown clay
No Test Location
Probe
Lift/ Mat. Depth
Elev No (inches)
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Building Pad
159 270' S & 20' W of NE corner 9 4' BFG 1 4 25 8 88 4 94
160 270' S & 20' W of NE corner 8 8' BFG 1 4 25 7 89 1 94
161 270' S & 20' W of NE corner 8' BFG 1 4 26 1 89 3 95
162 270' S & 20' W of NE corner 7 4' BFG 1 4 25 9 88 8 94
163 270' S & 60' W of NE corner 9 4' BFG 1 4 26 0 89 0 94
164 270' S & 60' W of NE corner 8 8' BFG 1 4 26.2 89 6 95
165 270' S & 60' W of NE corner 8' BFG 1 4 25 8 89 4 95
166 270' S & 60' W of NE corner 7 4' BFG 1 4 25 9 89.2 95
167 270' S & 20' W of NE corenr 6 8' BFG 2 4 27 4 87 3 94
168 270' S & 20' W of NE corenr 6' BFG 2 4 27 8 87 0 94
169 270' S & 20' W of NE corenr 5 4' BFG 2 4 27 5 87 6 94
170 270' S & 20' W of NE corenr 4 8' BFG 2 4 27 7 87 4 94
171 270' S & 60' W of NE corner 4' BFG 2 4 26 9 86 9 94
172 270' S & 60' W of NE corner 3 4' BFG 2 4 27.2 87 1 94
173 270' S & 60' W of NE corner 2 8' BFG 2 4 27 4 87 7 95
174 270' S & 60' W of NE corner 2' BFG 2 4 27 3 87 9 95
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
•
D ription and Classification
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) {pcf) (%) (% compaction)
23 6 94 3 +1/+5 93-98
25 4 92.8 +1 /+5 93-98
Page 1 of 2 o,-n~siaurfw„e K,Y
FIELD DENSITY TESTING
l~~rr~con
Client. ProLogis Project Number~94061163
Report Number 94061163 0014
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat . Depth Content Weight Weight
No Test Location Elev No (inches) (%) (pcf) (°6 compaction)
175 270' S & 20' W of NE corner 1 4' BFG 2 4 28.2 86 9 94
176 270' S & 20' W of NE corner 0 8' BFG 2 4 28 1 87 1 94
177 270' S & 60' W of NE corner 1 4' BFG 2 4 27 9 87 4 94
178 270' S & 60' W of NE corner 0 8' BFG 2 4 28 0 87 3 94
Datum. BFG =below final grade
Comments
Test results on this report meet project specification.
Services - Pertorm in-place density and moisture content tests to determine degree of compaction and material moisture
condition
Field Test Method ASTM D-2922, ASTM D-3017
Terracon Rep Armando Rendon
Field Results Reported To Contractor
Report Distribution
(1) ProLogis (1) Meinhardt & Assoc Architects PLLC
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by'
(1) City of Coppell TX (1) Meinhardt & Assoc Architects PLLC Robert D. y, S E.T
(1) Haynes Whaley Assoc Inc
Senio oject Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 2 0]-ACS/ROT-FUMe Key