Coppell Trade-LR050224LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0001
Service Date: February 16, 2005
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
Report Date: February 24, 2005
Project: Coppell Trade Center '~
NWC Sandy Lake & ~te St
Coppell, TX
Project Number: 94051081
Material Information
Contractor: Metroplex Excavation
Source of Material: Native material
Proposed Use: Common Fill
USCS: CH
Sample Information
Sampled By: Stewart M. Owings
Sample Location: S end of project site
Sample Description: Light brown & brown clay w/sand &
gravel
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 101.6
Optimum Water Content, %: 19.8
ASTM D 698
Method A
Moist Method
Manual
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Result Specifications
56
NA
Services- Moisture-Density Relations
ReportDistdbution: Technician: Stewart M. Owings ~ J//~ /~
(1) Coppell Trade Center LP (1) Merriman Asset Inc .//'~ ~, j~/y
(1) PritchardAss~ciateslnc Reviewed by: ,~' 'z.,'.~(./,.~,---~ ./ ,,,
(1) city of ceppelt TX ~obert D. Ray,
(1) City of Coppell TX ' /J
Se .'°l Pr.,°Jec2"n.a,?e"
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
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0003
Service Date: February 16, 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: February 24, 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: SC
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method A
Moist Method
Mechanical
Maximum Dry Unit Weight, pcf: 117.0
Optimum Water Content, %: 12.2
Sample Information
Sampled By: Stewart M. Owings
Sample Location: S end of project site
Sample Description: Tan & brown clayey sand
Result Specifications
Liquid Limit: 32
Plastic Limit: ~
Plasticity Index: 18
% Passing #200:
% 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) b~rrirnan Assoc Inc
(1) Pdtcha~ ~iates Inc Rewewed by:
(1) c~ ~ cop~ll TX Robe~ D. Ray, S.~
(1) C[~ of Coppell ~ Senior Proj~ger
The tes~ were ~dorm~ in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This repoK is exclusively for the u{e of the client
indi~t~ a~ve and shall not be repr~uc~ except in full ~tho~ the wriffen consent of our company. Test results tmnsmiffed herein are only applicable
to the accel ~mples test~ at the location(s) referenced and am not necessarily indicative of the prope~ies of other apparently similar or identical
matedals.
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0004
Service Date: February 17, 2005
'lrerracan
8901 Carpenter Fnvy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
Report Date: February 24, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Contractor: Metreplex Excavation
Source of Material:
Proposed Use:
USCS: CH
Sample Information
Sampled By: Armando Rendon
Sample Location: SE corner of project
Sample Description: Gray clay w/gravel
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 103.0
Optimum Water Content, %: 18.0
ASTM D 698
Method A
Moist Method
Mechanical
Result
Liquid Limit: 69
Plastic Limit: ~0~
Plasticity Index:
% Passing #200:
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Specifications
Services- Moisture-Density Relations
Repol~ Distribution: Technician:Armando Rendon
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) Pritchard Associates rnc Reviewed by:
(1) City of Coppell TX Robert D. Ray, S.E.T,~"'
(1) City of Coppell TX ,
Senior Project MaWr
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 am not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0006
Service Date: February 17, 2005
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
Report Date: February 24, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
CoppelJ, TX
Project Number: 94051081
Material Information
Contractor: Metmplex Excavation
Soume of Material:
Proposed Use:
USCS:
Sample Information
Sampled By: Armando Rendon
Sample Location: SW corner of project
Sample Description: Dark brown clay
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 84.6
Optimum Water Content, %: 28.6
Result
ASTM D 698 Liquid Limit: 81
Method A Plastic Limit: ~
Moist Method Plasticity Index:
Mechanical % Passing #200:
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.70
Specifications
Services- Moisture-Density Relations
]~ ~1 I I11 I t I I I I'~1 I I I I I ~ I I I I
'~iIIItll IIIIIIII1[I IIII II
Report Distribution: Technician:Armando Rendon
(1) Coppell Trade Center LP (1) Merdman Assoc Inc
(1) Pdtchard Associates Inc Reviewed by:
(1) City of Coppel( TX
(1) City of Coppell TX . .o_e_ _. ~a,y,..~t~.
Senior Proj~/lanager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for fi'~ 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 Iocabon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.