Bank One-LR030801FIELD DENSITY TESTING
Report Number: 94031289.0004
Service Date: July 26, 2003
']rerrecon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: August 01, 2003
Project: Bank One - Coppell TX
616 No~lh Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 312890001 ASTM D 698 Tan & gray silty shaley clay w/sand 15.3 107.5 =/> +4 92
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Moisture Conditioned Building Pad
9 Retest of #7, dated 07/25/03 1 6 21.3 98.5 92
10 Retest of #8, dated 07/25/03 1 6 20.6 99.2 92
11 15' S & 15' W of NE building corner 4th 1 6 19.9 99.0 92
12 15' S & 15' W of NE building corner 5th 1 6 19.5 99.6 93
13 20' N & 10' E of SW building corner 4th 1 6 20.1 98.7 92
14 20' N & 10' E of SW building corner 5th 1 6 19.4 100.3 93
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 32769
Technician: James L. Atnip
Report Distribution:
(1) Bank One Texas NA
(1) City of CoppeJl TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by_.'
Hussein H. Abusaad, P.E.
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 wdtten 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
FIELD DENSITY TESTING
Report Number: 94031289.0003
Service Date: July 25, 2003
'lFerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: August 01,2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Prelect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (poi) (%) (% compaction)
1.312890001 ASTM D 698 Tan & gray silty shaley clay w/sand
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location EIevation No. (inches)
Moisture Conditioned Bldg Pad
1 25' S and 20' E of NW building corner Subgrade 1 6
2 25' S and 20' E o1 NW building corner 1st 1 6
3 30' N and 15' W of SE building corner Subgrade 1 6
4 30' N and 15' W of SE building corner 1st 1 6
5 10' N and 10' E of SW building corner 2nd 1 6
6 15' S and 25' W of NE building corner 2nd 1 6
7 15' S and 15' E of NW building corner 3rd 1 6
8 10' N and 15'W of SE building corner 3rd 1 6
15.3 107.5 =/> +4 92
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
22.6 98.6 92
20.3 99.8 93
19.4 98.8 92
19.6 99.2 92
19.4 99.4 92
19.8 98.9 92
17.6 * 100.2 93
17.2 * 100.6 94
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 32769
Technician: James L. Atnip
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
H BC/Terracon
Hu~aad, P,E.
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 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 apparentiy similar or identical
materials.
Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94031289.0005
Service Date: July 25, 2003
'll'erracon
8901 Carpenter Frwy, Sle #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: August 01, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppelt, TX
Project Number: 94031289
Material Information
Contractor:
Source of Material:Imported Material
Proposed Use: Select Fill
USCS:
Laboratorv Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 118.5
Optimum Water Content, %: 12.8
Sample Information
Sampled By: James L. Atnip
Sample Location: On-site stockpile
Sample Description: Tan silty clayey sand
ASTM D 698
Method A
Moist Method
Mechanical
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing
% In-Place Moisture:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 265
Result
22
14
8
Specifications
Services- Moisture-Density Relations
Technician: James L. Atnip
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HusseinH Abusaad, PE
Senior Project Mana9er
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
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94031289.0001
Service Date: July 22, 2003
'lrerracon
8901 Carpen[er Frwy, gte #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: August 01, 2003
Project: Bank One - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Material Information
Contractor:
Source of Material:Test Pit - Center Pad
Proposed Use: Building Pad
USCS:
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 107.5
Optimum Water Content, %: 15.3
Sample Information
Sampled By: James C. Blackwell
Sample Location: 5' below existing grade
Sample Description: Tan & gray silty shaley clay w/sand
Result Specifications
ASTM D 698 Liquid Limit: 43
Method A Plastic Limit: 17
Moist Method Plasticity Index: 26
Mechanical % Passing #200:
% Passing #40:
% In-Place Moisture:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 265
Services- Moisture-Density Relations
Technician: James C. Blackwell
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
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 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 ~ KS,R~ ~,,,,,..~