Coppell Trade-LR050510 (2)FIELD DENSITY TESTING
Report Number: 94051081.0058
Service Date: April 28, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Material Information
']['erracan
Material Laboratory
No Test Method
8901 Carpenter Frwy, Ste ¢/100
Dallas, Texas 75247
(214) 630 1010
Pro~ppeli Trade Center
~ NWC Sandy Lag. e'&"'~ate St
Project Number: 94051081
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1 510810003 ASTM D 698 Tan & brown clayey sand
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
12.2 117.0 -1/+3 95
21" RCP Line A
589 Sta. 8+50 1.5' BEG 1 6
590 Sta. 8+50 .5' BEG 1 6
591 Sta. 10+50 1.5' BEG 1 6
592 Sta, 10+50 .5' BEG 1 6
Datum: BEG = Below existing grade
Comments:
Test results on this report meet project specification. !i~
Services - Perform in-place density and moisture content tests to determine degree of corn
condition.
Field Test Method:ASTM D2922, ASTM D3017 ~
Gauge ID: 32769 ~
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
13.7 111.4 95
14.1 113.7 97
12.0 113.0 97
11.8 115.1 98
material moisture
Technician: Michael E. Odom
Field Results Reported To: Tim
Report Distribution:
(1) Coppell Trade Cen~cr LP (1 Me~riman Assoc Inc
(1) Pritchard Associates Inc (1) McFaddell & Miller Reviewed by: ~' ~ '"' t~-* /
(1) City of Coppel[ TX Robert D. Ray, SE.T
(I) City of Coppol[ TX Senior Project Ma r
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods This report is exclusively for the u~5~"the client
indicated above and shall not be reproduced except in fuji 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 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0053
Service Date: April 23, 2005
'lrerracon
8901 Carpenter F~vy, Ste#100
Dallas, Texas 75247
(214) 630-1010
Client: Coppetl Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 10, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppel], TX
Project Number: 94051081
Material Information
Contractor: Metroplex Excavation
Source of MateriahTreated on-site
Proposed Use: Pad C
USCS:
Sample Information
Sampled By: Michael E. Odom
Sample Location: S end of center line of Pad C
Sample Description: Reddish tan clay w/sand (lime treated)
Laborator~ Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 95.2
Optimum Water Content, %: 19.8
Result Specifications
ASTM D 698 Liquid Limit: 47
Method A Plastic Limit: 35
Moist Method Plasticity Index: 12
Mechanical % Passing #200: NA
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2 70
Services- Moisture-Density Relations
Report Distribution: Technician:Michael E. Odom
(1 Coppell Trade Center LP 1 MerdrTlan Assoc Inc
(1) Prilchard Associates Inc (1) McFadden & Miller Reviewed by: ~'~¢_..~-"" P"'~
(1) Cty of Coppell TX Robert D Ray S~"
(1) City of Coppell TX .....
ben,or t-'roJe~caf~ager
The tests were performed in general accordance with applicable ASTM AASHTO or DOT test methods. This report is exclusively for th,e~se 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 1 of 1