Amberpoint BP 2R-LR051205LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051418.0001
Service Date: November 22, 2005
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
rli!ffi!lcon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
~,,,,,,,~630-1010
Report Date:~er 05, 2005
Project:.;~rPoint _Business Park
fBuildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project Number: 94051418
Material Information
Contractor: Rogers-O'Brien Construction Co
Source of Material: Native Material
Proposed Use: Common Fill
USCS: CH
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 101.2
Optimum Water Content, %: 19.0
ASTM D 698
Method A
Moist Method
Mechanical
Sam le lnformation
Sampled By: Armando Rendon
Sample Location: Stockpile
Sample Description; Brown clay with sand
Result Specifications
Liquid Limit: 52
Plastic Limit: 21
Plasticity Index: 31
% Passing #200: 76.5
% 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) Transwestem Commercial Services (1) O'Brien & Assoc Reviewed by:
(1) City of Coppell TX (1) TechniStructures
Hussein H. Abusaad, P.E.
(1) city of Coppell TX
(1) Rogers O'Brien Construction Co Senior Project 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
materists. Page 1 of 1 0~.cs~-~, ~,~
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051418.0002
Service Date: November 22, 2005
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd Ste 600 W
Dallas TX 75244
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: December 05, 2005
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project Number: 94051418
Material Information
Contractor: Rogers-O'Brien Construction Co
Source of Material:Native Material
Proposed Use: Common Fill
USCS: SC
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 118.0
Optimum Water Content, %: 12.4
Sample Information
Sampled By: Armando Rendon
Sample Location: Stockpile
Sample Description: Tan clayey sand
Result
ASTM D 698 Liquid Limit: 24
Method A Plastic Limit: 18
Moist Method Plasticity Index: 6
Mechanical % Passing #200: 34.3
% 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) Transw~tern Commercial Sen/ices (1) O'Bden & Assoc
(1) Ci~ of Coppell TX (1) TechniStructures Reviewed by:
(l) City of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Brien Construction Co Senior project 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 ara onh/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: 94051418.0003
Service Date: November 22, 2005
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
"lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: December 05, 2005
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project Number: 94051418
Material Information
Contractor: Rogers-O'Brien Construction Co
Source of Material:Native Material
Proposed Use: Common Fill
USCS: CL
Laborator~ Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dr~ Unit Weight, pcf: 112.3
Optimum Water Content, %: 14.8
Sample Information
Sampled By: Armando Rendon
Sample Location: Stockpile
Sample Description: Reddish brown sandy clay
Result Specifications
ASTM D 698 Liquid Limit: 43
Method A Plastic Limit: 18
Moist Method Plasticity Index: 25
Mechanical % Passing #200: 52.7
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
11t
Services- Moisture-Density Relations
Report Distribution: Technician:Armando Rendon
(1) Transw~sterl~ Commercial Services (1) O'Brlen & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Brien Construction Co Senior Project 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 wr~en 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 I of 1