Coppell Trade-LR050328 (3)FIELD DENSITY TESTING
Report Number: 94051081.0016
Service Date: March 16, 2005
'lrerracon
8901 Carpenter Frwy. Ste #100
Dallas, Texas 75247
(214) 630 ~010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: March 28, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pc0 (%) (% compaction)
1. 510810005 ASTM D 698
2. 510810005 ASTM D 698
3. 510810007 ASTM D 698
4. 510810002 ASTM D 698
Field Test Data
Test
No.
Light brown silty clay w/gravel
Light brown silty clay w/gravel
Brown clay w/sand & gravel
Dark reddish brown sandy clay
Test Location
15.4 109.8 -1/+3 95
154 109.8 >/= Opt. 95
20.7 101.2 >/= Opt. 95
152 106.2 >/= Opt 95
W Truck Dock, See Attached Sketch
13 30' S & 25' W from NW corner
14 120' S & 30' W from NW corner
E Parking, See Attached Sketch
15 40' S & 25' E from NE corner
Probe
Lift/ Mat. Depth
Elevation No, (inches)
19 20' S & 20' W from NE corner
8.5' BEG 1 6
8' BEG 1 6
Building, See Attached Sketch
20 Center line, 100' S
Building Pad, See Attached Sketch
21 110' S & 20' E from NW corner
Datum: BEG = Below existing grade
Comments:
An asterisk (*) appears next to test result~
Water Dry Unit Dry Unit
Content Weight Weight
_ (o%(pc0 (% compaction)
18.5 * 108.0 98
5.5' BEG 1 6 14.8 / 109.0
16 80' S & 30' E from NE corner 3.5' BEG 1 6 15.1 ~, 106.1
Building Pad, See Attached Sketch ~11
17 80' S & 10' W from NE corner 8' BEG 4 6 20.8 00.9 95
18 30' S & 50' W from NE corner 7.5,' BEG 2 6 19.8 1~3.8 95
7 BEG 3 6 20.9 9~ 95
5.5' BEG 2 6 16.1 105~7~
o NOT meet~e project specifications. /
99
97
96
96
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
FIELD DENSITY TESTING
Client:Coppe]l Trade Center LP
'lrr rracon
Project Number:94051081
Report Number: 94051081.0016
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 32769
Technician: Michael E. Odom
Field Results Reported To: Charlie & John w/Metroplex
Repod Distribution:
(1) Coppel] Trade Cenler LP (1) M~rriman Assoc Inc
(1) Prilchard Asso¢iales Inc Reviewed by:
(1) City of CoppellTX Robed D Ray, S E T
(1) Cilv of Coppeli TX Senior Project Manager
The tests were performed in general accordance with applicable AS~r M, AASHTO, or DOT test methods This repor~ is exclusively for the use of the client
indicated above ~nd shall not be reproduced except in full without the written cor~sent °f °ur c°mpany 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
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HBC/TERRACON REPORT NO.
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