Amberpoint BP-LR020131PLASTICITY INDEX OF SOILS
Report Number: 94021029.0020
Service Date: January 28, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600 W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Project Number: 94021029
Contractor:
Source of Material:
Sample Preparation:
Test Method:
Hill & Wilkinson
On-site material
Wet
ASTM D-4318
Sample Location: N Pit @ Retention Pond
Sampled By: K. Combs
Soil Description: Lt tan clayey sand
Classification:
Plastic Limit:
Plasticity Index:
Non-plastic
Services -
Obtain a sample of proposed select fill material from a borrow source and return it to the laboratory. Prepare
and test the sample for Atterberg Limits. ~'0 ~
Technician: Ken Combs HBC Eng..
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell - BIdg Insp Reviewed by:
(1) O'Bden & Associates Inc (1) Hill & Wilkinson Ltd Eugene Harbour
(1) TechniStructures inc Principal
(1) City of Coppell - Constr Insp
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 approval of Terracon. Test results transmitted herein are only applicabte
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of ether apparently similar or identical
materials. Page 1 of 1 ~s~o~F~.,~o~
PLASTICITY INDEX OF SOILS
Report Number: 94021029.0021
Service Date: January 28, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600 W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 31,2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Contractor:
Source of Material:
Sample Preparation:
Test Method:
Hill & Wilkinson
On-site material
Wet
ASTM D-4318
Sample Location: S Pit Area @ Retention Pond
Sampled By: K. Combs
Soil Description: Reddish tan clayey sand
Classification:
Plastic Limit:
Plasticity Index: Non-plastic
Services - Obtain a sample of proposed select fill material from a borrow source and return it to the laboratory. Prepare
and test the sample for Atterberg Limits.
Technician: Ken Combs g. ~ ,~
Report Distribution: HBC En
(1) Transw~stern Cornmercial Services (1) City of Coppell - Bldg Insp Reviewed by:
(1) O'Brien & Associates Inc (1) Hilt & Wilkinson Ltd Eugene Harbour
(1) TechniStructures Inc Principal
(1) City of Coppe[I - Constr Insp
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 approval of Terraccn. 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 ~'~"='~
PLASTICITY INDEX OF SOILS
Report Number: 94021029.0022
Service Date: January 28, 2002
8901 Carpenter Frw,/., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600 W
Dallas TX 75244
Report Date: January 31, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Contractor:
Source of Material:
Sample Preparation:
Test Method:
Hill & Wilkinson
On-site material
Wet
ASTM D-4318
Sample Location: N Pit at Retention Pond
Sampled By: K. Combs
Soil Description: Mixture of It tan, reddish brown & tan
sand
Classification:
Plastic Limit:
Plasticity Index:
Non-plastic
Services - Obtain a sample of proposed select fill material from a borrow source and return it to the laboratory. Prepare
and test the sample for Atterberg Limits.
Technician: Ken Combs
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
Reviewed by:
HBC En~.
Eugene Harbour
Principal
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 approval of Terracon. 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 ~.ss~e~F~o~oy
PLASTICITY INDEX OF SOILS
Report Number: 94021029.0023
Service Date: January 28, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600 W
Dallas TX 75244
Report Date: January 31, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Contractor:
Source of Material:
Sample Preparation:
Test Method:
Hill & Wilkinson
On-site material
Wet
ASTM D-4318
Sample Location: N Pit at Retention Pond
Sampled By: K, Combs
Soil Description: Reddish brown clayey sand
Classification:
Liquid Limit: 34
Plastic Limit: 18
Plasticity Index: 16
Services - Obtain a sample of proposed select fill material from a borrow source and return it to the laboratory. Prepare
and test the sample for Atterberg Limits.
Technician: Ken Combs
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Bden & Associates Inc
(1) TechniStructures Inc
(1) City of Coppoll - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
Reviewed by:
HBC E~
Eugene Harbour
Principal
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 approval of Terracon. 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 ~o~F,.~.~,