Amberpoint BP-LR020130PLASTICITY INDEX OF SOILS
Report Number: 94021029.0007
Service Date: January 22, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Trans,?st_em Com~
Report Date: January 30, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Contractor: Hill & Wilkinson
Source of Material: Native
Sample Preparation: Wet
Test Method: ASTM D-4318
Sample Location: Sample #1 - Retention Pond Area
Sampled By: R. Montgomery
Soil Description: Lt brown silty sand
Classification:
Liquid Limit: 32
Plastic Limit: 1 7
Plasticity Index: 1 5
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: Roy Montgomery
Report Distribution:
(t) 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 Enginee~
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 siroilar or identical
materials.
PLASTICITY INDEX OF SOILS
Report Number: 94021029.0008
Service Date: January 22, 2002
8901 Carpenter Frwy., 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 30, 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
Native
Wet
ASTM D-4318
Sample Location: Sample #2 - Retention Pond Area
Sampled By: R. Montgomery
Soil Description: Reddish brown & It brown silty sand
Classification:
Liquid Limit: 27
Plastic Limit: 1 5
Plasticity Index: 12
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: Roy Montgomery
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Bden & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - BIdg Insp
(1) Hill & Wilkinson Ltd
Reviewed by:
HBC Engineed~, Inc.
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively far 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.
PLASTICITY INDEX OF SOILS
Report Number: 940210290009
Service Date: January 22, 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 30, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppe[I
Coppell, Texas
Project Number: 94021029
Contractor: Hill & Wilkinson
Source of Material: Native
Sample Preparation: Wet
Test Method: ASTM D-4318
Sample Location: Sample #3 - Retention Pond Area
Sampled By: R. Montgomery
Soil Description: Tan & It brown silty 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: Roy Montgomery
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Srien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell- Bldg Insp
(1) Hilt & Wilkinson Ltd
Reviewed by:
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.
PLASTICITY INDEX OF SOILS
Report Number: 94021029.0006
Service Date: January 22, 2002
8901 Carpenter Rwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim O_.~.2. J --
50~,~,,~Fng Valley Rd. Suite 600~
Report Date: January 30, 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
Native
Wet
ASTM D-4318
Sample Location: Sample #4 - Retention Pond Area
Sampled By: R. Montgomery
Soil Description: Lt & med brown silty sand
Classification:
Liquid Limit: 35
Plastic Limit: 15
Plasticity Index: 20
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: Roy Montgomery
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:
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