Coppell Trade-LR050328FIELD DENSITY TESTING
Report Number: 94051081.0014
Service Date: March 15, 2005
'lrerracan
890'i Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
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 Protect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pct} (%) (% compaction)
1. 510810003 ASTM D 698 Tan & brown clayey sand
2. 510810005 ASTM D 698 Light brown silty clay w/gravel
3. 510810005 ASTM D 698 Light brown silty clay w/gravel
Field Test Data Probe
Test LiftJ Mat. Depth
No. Test Location Elevation No. (inches)
Building C, See Attached Sketch
7 75' S & 15' W from NE corner 7.5' BFP 1 6
8 60' S & 30' W from NE corner 8' BFP 1 6
9 Bldg. Center Line, 5' S from N edge 9.5' BFP 1 6
10 60' S & 30' E from NW corner 12' BFP 1 6
12.2 117.0 >/= Opt. 95
15.4 109.8 ,~ t~
15.4 109.8 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pc0 (% compaction)
16.1 115.1 98
15.4 114.2 98
18.0 117.6 100+
15.8 112.9 96
11 100' S & 50' W from NE corner 6.5' BFP 2 6 ~ 104.8 95
12 N side Fire Lane, 20' N & 40' W of NE 4'BFP 3 6 (~0~.8 .~) 104.6 95
corner
Datum: BFP = Below finished pad
Comments:
An asterisk (*) appears next to test results which do NOT meet the project,specifications.
Services- Perform in-place density and mo[stura content ,gree of compaction ~d material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
determine dE
Gauge iD: 32769
Technician: Michael E. Odom
Field Results Repoded To: Charlie & John w/Metroplex
Report Distribution:
(1) Coppell Trade Center LP (1) Merrim~n Assoc Inc
(1) Pri~chard Associates [nc Reviewed by: .
(1) City of Coppell TX Robert D. Rav. S,L~.
(1) City of Coppel[ TX Senior Pro~r'fvlanager
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 I of I
03/10/2005
/ C2+36k--.
C0+49
100 Foot Grid
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Cuts & Fills After Stripping to Proposed Subgrade Elevation
HBO / TERRACON REPORT NO.
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