Coppell Trade-LR050625LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0068
Service Date: June 16, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 25, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
contractor: Metroplex Excavation
Source of Material:Native material - treated on-site
Proposed Use: Building Pad Cap
USCS:
Sample Information
Sampled By: Robert D. Ray
Sample Location: Building pad, center
Sample Description: Tan clayey sand (lime treated)
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 104.6
Optimum Water Content, %: 17.4
Result Specifications
ASTM D 598 Liquid Limit: 38
Method A Plastic Limit: 29
Moist Method Plasticity Index: 9
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:Robert D. Ray, S.E.T.
(1) Coppelt Trade Center LP (1) Merriman Assoc Inc
(1) Potchard Associales Inc (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX Robert D. Ray,
(1) City of Coppell TX Senior Project~Einager~
The tests were beffertsad in general accordance with applicable ASTM, AASHTO, or DOT test msthods. This report is exclusk, ely for the usa of the client
indicated above and shall not be reproduced except in full without the ~wEten consent of our company. Test results trensrnitted 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 sirnilar or identical
materials.
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FIELD DENSITY TESTING
Report Number: 94051190.0027
Service Date: June 8, 2005
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade C~,eJ3J~
Attn.' AI~
50~-Keller Springs Rd Ste 300
Addison TX 75001
Report Date: June 25, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Material Information ~,'~(~/ Lab Test Data Proiect Reouirements
f
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
Project Number: 94051190
1. 510810065 ASTM D 698 Crashed limestone flexible base 8.4 124.8 -2/+2 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Liff, J Mat. Depth Content Weight Weight
No. ~ Elevation No. (inches) (%) (pcf) (% compaction)
Spread Footi~
153 D/14 3' BFG 1 6 8.0 123.7 99
154 E/14 3' BFG 1 6 7.6 122.6 98
155 E/13 3' BFG 1 6 8.9 123.9 99
156 D/13 3' BFG 1 6 8.4 124.6 100
157 C/13 3' BFG 1 6 8.1 124.3 100
158 B/13 3' BFG 1 6 8.5 122.5 98
159 B/12 3' BFG 1 6 8.5 124.9 100
160 C/12 3' BFG 1 6 9.1 122.5 98
161 D/12 3' BFG 1 6 8.8 123.1 99
162 F-./12 3' BFG 1 6 8.9 124.5 100
Datum: BFG = below final grade
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and matedal moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Henry
Re port Distrib uti on:
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) TechlliS~ructures (1) McFadden & Miller Reviewed by:
(1)(1) CilyCily of°f CoppellC°ppell TxTX (1) Maca~ee Engineering Inc Robert D. 'R~y, S.E.~~
Senior Project ~'~ger
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exctusive~y for the use of the client
indicated above and shall not be reproduced excep~ 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 preper~ies of other apparently similar or identical
materials.
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