Amberpoint BP-LR020312FIELD DENSITY TESTING
Report Number: 94021029.0082
Service Date: February 28, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fr',W., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 12, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcO (%) (% compaction)
Material Laboratory
No. Test Method
1. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 -1/+3 95
2. 210290004 ASTM D-698 Dk brown clay 22.4 99.9 =/> +3 92
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcO (% compaction)
8" Water Line, S Side of Bldg.
3 99' S of bldg., BJdg. line E Final 1 6 21.8 97.9 98
4 99' S of bldg., Bldg. line C Final 1 6 24.2 95.2 95
5 99' S of bldg., Bldg. line B 1st 1 6 22.9 96.1 96
6 36' W of bldg. Bldg. line 2 1 st 1 6 21.8 97.6 98
7 36' W of bldg. Bldg. line 5 1st 1 6 21.9 98.5 99
8 36' W of bldg. Bldg. line 7 1st 1 6 22.6 98.2 98
9 36' W of bldg. Bldg. line 9 1st 1 6 24.6 94.9 95
Water Injected Bldg Pad
10 Gdd line A.5/10.5 Final 2 6 26.4 93.6 94
11 Grid line B.5/10.5 Final 2 6 27,1 93,4 93
12 Grid line D/10 Final 2 6 27.1 92.8 93
13 Grid line C/9.5 Final 2 6 30.7 92.0 92
14 Grid line A.5/9.8 Final 2 6 27.9 93.0 93
Comments:
Test results on this report meet project specification.
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.
FIELD DENSITY TESTING
Client:Transwestern Commercial Services
Project Number:94021029
Report Number: 94021029.0082
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Gauge ID:
Technician: Roy Montgomery
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures inc
(1) City of Coppell - Constr Insp
(1) City of Coppall - BIdg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC En e~ering
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.
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021029.0103
Service Date: March 5, 2002
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: March 12, 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: 2 foot Overburden
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 102.0
Optimum Water Content, %: 18.5
ASTM D 698
ASTM D 698
ASTM D 698
ASTM D 698
Sample Information
Sampled By: Rengstorff, Brad
Sample Location: Ball Park stockpile
Sample Description: Med brown silty clay
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing ~40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Result Specifications
46
20
26
,o,II I ~,'¢fT'1~l t I'~ I I I
,~ I/I I I I'~1 I I~l I
.I Id I I I I I ~i~.l I% I I
.bill I I III I%1 I~ IIII I III
.IF I I I I I I I I~ I NI I I I I
./I I I I I I [ I I ~1 I~ I I I I I I I
./I I i I I I I I
~,/I I I I I I I I ~1 I~1 I I I I I
~ ~ I I I I~ I I~1 I I
~1 I I I I I I I I I I I ~1 I I~ I I I
IIIllllll,,,,,,,
Services- Moisture-Density Relations
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Bden & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Eng,~
Eugene Harbour
Principal
The tests were pedormed 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: 94021029.0102
Service Date: March 5, 2002
8901 Carpenter Frw,/., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: March 12, 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: 2 foot Overburden
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 103.9
Optimum Water Content, %: 20.2
ASTM D 698
ASTM D 698
ASTM D 698
ASTM D 698
Sample Information
Sampled By: Rengstorff, Brad
Sample Location: Water Tower stockpile
Sample Description: Med brown & tan clay
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing ~40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Result
52
23
29
Specifications
Services- Moisture-Density Relations
Technician: Brad Rengstorff
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
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test metheds. 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.