Amberpoint BP-LR020122LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0003
Service Date: January 17, 2002
8901 Carpenter Fn,~y., Suite #100
Dallas, Texas 75247
(2t 4) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600 W
Dallas TX 75244
Report Date: January 22, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Contractor: Hill & Wilkinson
Source of MateriahOn-site
Proposed Use: Common Fill
Sample Information
Sampled By: Montgomery, Roy
Sample Location: Retention Pond Area
Sample Description: Tan silty sand
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D-698
ASTM D-698
ASTM D-698
ASTM D-698
Maximum Dry Unit Weight, pcf: 111.7
Optimum Water Content, %: 12.1
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Result
Non-plastic
Zero Air Voids Curve for assumed specific gravity 2.65 .
Specifications
Services- Moisture-Density Relations
Technician: Roy Montgomery
Repod Distribution:
(1) Transwestern Commercial Services
(1) O'Bden & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
Reviewed by:
HBC Enginee!~
Eugene H a~/~u r
Principal
(1) City of Coppell - Constr Insp
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repor~ 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 ether apparently similar or identical
materials,
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0002
Service Date: January 17, 2002
8901 Carpenter Frye/., 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 22, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Contractor: Hill & Wilkinson
Source of Material:On-site
Proposed Use: Common Fill
Sample Information
Sampled By: Montgomery, Roy
Sample Location: Retention Pond Area
Sample Description: Lt brown silty sand
Laboratoq/ Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D-698
ASTM D-698
ASTM D-698
ASTM D-698
Maximum Dry Unit Weight, pcf: 124.9
Optimum Water Content, %: 9.4
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Result
Non-plastic
Zero Air Voids Curve for assumed specific gravity 2.65
Specifications
Services- Moisture-Density Relations
Technician: Roy Montgomery
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Bldg lnsp
(1) Hill & Wilkinson Ltd
Reviewed by:
HBC Engineerin~;~'
Eugene Harbour
(1) City of Coppell - Constr Insp Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repot[ 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
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0001
Service Date: January 17, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600 W
DalLas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 830-1010
Report Date: January 22, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppel[, Texas
Project Number: g4021029
Material Information
Contractor: Hill & Wilkinson
Source of Material:On-site
Proposed Use: Common Fill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D-698
ASTM D-698
ASTM D-698
ASTM D-698
Maximum Dry Unit Weight, pcf: 114.2
Optimum Water Content, %: 11.0
Sample Information
Sampled By: Montgomery, Roy
Sample Location: Retention Pond Area
Sample Description: Reddish brown silty sand
Result Specifications
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Cu~e for assumed specific gravity 2.65
Non-plastic
/ \
/ \\
/ \x
\
Services- Moisture-Density Relations
Technician: Roy Montgomery
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - BIdg Insp
(1) Hill & Wilkinson Ltd
Reviewed by:
HBC Engineeri/c.
Eugene Harbour
(1) City of Coppell - Constr Insp 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.
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0004
Service Date: January 17, 2002
89Ol 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 22, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Contractor: Hill & Wilkinson
Source of Material:On-site
Proposed Use: Common Fill
Sample Information
Sampled By: Montgomery, Roy
Sample Location: Building Pad
Sample Description: Dk brown clay
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D-698
ASTM D-698
ASTM D-698
ASTM D-558
Maximum Dry Unit Weight, pcf: 99.9
Optimum Water Content, %: 22.4
Result
Liquid Limit: 57
Plastic Limit: 22
Plasticity Index: 35
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
lol
Specifications
Services- Moisture-Density Relations
Technician: Roy Montgomery
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - BIdg Insp
(1) Hill & Wilkinson Ltd
Reviewed by:
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 applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propelties of other apparently similar or identical
materials.