Coppell Trade-LR050301LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0002
Service Date: February 16, 2005
'll'erracan
8901 Carpenter Frwy, Ste #10g
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 01, 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
Proposed Use: Common Fill
USCS: CL
Sample Information
Sampled By: Stewart M. Owings
Sample Location: S end of project site
Sample Description: Dark reddish brown sandy clay
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 106.2
Optimum Water Content, %: 15.2
Result Specifications
ASTM D 698 Liquid Limit: 41
Method A Plastic Limit: 16
Moist Method Plasticity Index: 25
Mechanical % Passing #200: 54.9
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Services- Moisture-Density Relations
Report Distribution: Technician:Stewart M. Owings
(1) Coppell Trade Center LP (1) Merriman Assoc tnc
(1) Pdtchard Associates Inc Reviewed by:
(1) city o{' Coppe~l TX
(1) City of Coppetl TX r
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 net necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0005
Service Date: February 17, 2005
ll'erracan
8901 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 01,2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppelt, TX
Project Number: 94051081
Material Information
Contractor: Metroplex Excavation
Source of Material: Native
Proposed Use: General Fill
USCS: CL
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 109.8
Optimum Water Content, %: 15.4
Sample Information
Sampled By: Armando Rendon
Sample Location: Center of job site
Sample Description: Light brown silty clay w/gravel
Result Specifications
ASTM D 698 Liquid Limit: 41
Method A Plastic Limit: 16
Moist Method Plasticity Index: 25
Mechanical % Passing #200: 72.8
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
\
\ x
Services- Moisture-Density Relations
Re port Dist ri bution: Technician: Arman do Rend on
(1) coppell Trade Center LP (1) Merriman Assoc Inc
(1) Pdtchard Associates Inc Reviewed by: _
(1) city of Coppell TX Robert D. Ray~.E.T.
(1) City of Coppell TX Senior P ro~f"~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.
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0007
Service Date: February 17, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'll'erracan
8901 Carpenter Frwy, Ste #100
Dall~, Texas 75247
(214) 630-1010
Report Date: March 01,2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Contractor: Metroplex Excavation
Source of Material: Native material
Proposed Use: Genearl Fill
USCS: CH
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 101.2
Optimum Water Content, %: 20.7
Sample Information
Sampled By: Armando Rendon
Sample Location: NW corner of project
Sample Description: Brown clay w/sand & gravel
Result Specifications
ASTM D 698 Liquid Limit: 67
Method A Plastic Limit: 21
Moist Method Plasticity Index: 46
Mechanical % Passing #200: 67.6
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Services- Moisture-Density Relations
Report Distribution: Technician:Armando Rendon
(1) Coppell Trade Center LP (1) Merriman Assoc Inc .
(1) PritchardAssociateslrm Rewewed by: ~'~-..~- ~"~,'-
(11) CciitY <~ff (~oOpPeeltl TT~( Robert ~. Ray, S.E.T.
( ) ty pp Senio~roject Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclu§ively 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 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0008
Service Date: Februar/17, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'l['erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 01,2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Contractor: Metroplex Excavation
Source of Material: Native
Proposed Use: Genral Fill
USCS: SC
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method A
Moist Method
Mechanical
Maximum Dr/Unit Weight, pcf: 117.5
Optimum Water Content, %: 11.5
Sample Information
Sampled By: Armando Rendon
Sampte Location: NE corner of project
Sample Description: Tan clayey sand
Result
Liquid Limit: 36
Plastic Limit: 13
Plasticity Index: 23
% Passing #200: 35.1
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Specifications
Services- Moisture-Density Relations
Report Distribution: Technician:Armando Rendon
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) Pdtchard Associates Inc Reviewed by:
(1) City ol Coppell TX Robert D. Ray, S.E.~
(1) city ol Coppell TX Senior Project M~er/"
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 1 of 1