Amberpoint BP 2-LR021113REPORT OF DAILY FIELD ACTIVITIES
Report Number: 94021380.0064
Service Date: November 7, 2002
ll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) §30-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: November 13, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Services: Daily field activities.
On this date, a HBC-Terracon technician arrived at the above referenced jobsite as scheduled for
observation of daily field activities. The following was observed and/or tested.
HBC's technician observed the reconditioned and recompacted material placed in the
building subgrade. In-place density tests will be performed at a later date.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transweslem Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - Bldg Insp
(1) City of Coppe~l - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
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.
Page 1 of 1
FIELD DENSITY TESTING
Report Number; 94021380.0065
Service Date: November 7, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date:
Project: Staples
201 Nodhpoint
Coppell, TX
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
November 13, 2002
Project Number: 94021380
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pct} (%) (% compaction)
1. 213800003 ASTM D 698 Dk &med brown clay 19.8 101.3 -1/+3 95
2. 213800009 ASTM D 698 Lt brown silty clay 19.2 103.8 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Storm Sewer, Line A
741 Sta. 3+50 1st 1 6 22.1 96.6 95
742 Sta. 3+55 2nd 1 6 20.6 98.3 97
743 Sra. 3+60 3rd 1 6 21.3 97.2 96
744 Sta. 3+70 4th/Final 1 6 19.6 100.3 99
745 Sta. 4+25 1st 1 6 21.9 96.9 96
746 Sta. 5+00 1st I 6 20.3 98.1 97
747 Sta. 5+05 2nd 1 6 19.6 99.3 98
748 Sta. 5+10 3rd 1 6 19.4 98.7 97
749 Sra. 5+15 4th/Final 1 6 18.9 100.6 99
750 Sta. 5+75 1st I 6 20,6 98.7 97
751 Sta. 6+50 1 st 1 6 21.3 97.2 96
752 Sta. 6+55 2nd 1 6 22.1 96.8 96
753 Sra. 6+60 3rd/Final 1 6 19.6 101.3 100
Sanitary Sewer, Line E
754 Sra. 0+50 1st 1 6 21.8 97.3 96
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 tull 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 2
,FIELD 'DENSITY TESTING
Client:Transwestern Commercial Services
Field Test Data
Probe
Depth
inches)
Test Lift/ Mat.
No. Test Location Elevation No.
755 Sta. 1+25 1st 1
756 Sta 2+00 1st 1
757 Sta. 2+75 1st 1
758 Sra. 0+75 2nd
759 Sra. 2+25 2nd 1
760 Sta. 1+00 3rd 1
761 Sta. 2+50 3rd 1
762 Sra. 1+10 4th 1
763 Sta 2+60 ' 4th 1
764 Sta. 1+20 5th/Final 1
765 Sra. 2+70 5th/Final 1
Storm Sewer, Line C
766 Sta. 0+50 1st 2
767 Sta. 1+25 1st 2
768 Sra. 2+00 I st 2
769 Sta. 2+70 1st 2
770 Sta. 1 +00 2nd 2
771 Sta. 2+50 2nd/Final 2
772 Sta. 1 +25 3rd/Final 2
lrerracan
Project Number:94021380
Report Number: 94021380.0065
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
6 22.3 96.8 96
6 20.6 97.7 96
6 20.9 96.8 96
6 19,8 100.4 99
6 20.3 101.2 100
6 21.1 97.1 96
6 20.9 99.2 98
6 19.8 98.3 97
6 20.7 99.7 98
6 18.9 100.6 99
6 19.3 101.2 100
6 19.2 102.3 99
6 20.1 101.8 98
6 19,6 100.9 97
6 21.3 99.3 96
6 18.6 104.6 100+
6 18.9 101.8 98
6 20.1 100.3 97
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:
Field Results Reported To: Contractor, Calhar
Technician: Bradford T. Rengstorff
Report DistribUtion:
(1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson, Ltd. (1) City of Coppeli - Constr Insp
(1) O'Brien & Associates (1) State Farm Insurance
(1) TechniStructures (1) HBC Engineering
Reviewed by:
HBC/Te~j3~
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
incticated above and shall not be reproduced except in fult 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 2 of 2 o~.sKs~oT,,~,.
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021380.0073
Service Date: November 9, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
qrerracan
8901 Carpenter Fr,,vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
November 13, 2002
Material Information
contractor: Hill & Wilkinson
Source of Material:Treated on-site
Proposed Use: Lime Treated Cap
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method A
Moist Method
Mechanical
Maximum Dry Unit Weight, pcf: 98.8
Optimum Water Content, %: 21.3
Sample Information
Sampled By: Bradford T. Rengstorff
Sample Location: Building Subgrade, grid line D.5/8.5
Sample Description: Lt brown clay (lime treated)
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
43
31
12
Services- Obtain sample of treated fill material at project site and returned it to laboratory. Prepare and test sample for
Moisture Density Relations and Plasticity Index testing.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - Btdg Insp
(1) City al' Coppell - Constr Insp Reviewed by:
(1) State Farm ~nsurance Eug~e Harbour
(1) HBC Engineering 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.
Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021380.0074
Service Date: November 9, 2002
'lr'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: November 13, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Material Information
Contractor: Hill & Wilkinson
Source of Material:Treated on-site
Proposed Use: Lime Treated Cap
Laboratory Test-Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
ASTM D 698
Method A
Moist Method
Mechanical
Maximum Dry Unit Weight, pcf: 95.5'
Optimum Water Content, %: 22.9
Sample Information
Sampled By: Bradford T. Rengstorff
Sample Location: Building Subgrade, grid line D/7.5
Sample Description: Dk brown clay (lime treated)
Result ~ons
Liquid Limit: 49
Plastic Limit: 36
Plasticity Index: 13
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
Services- Obtain sample of treated fill material at project site and returned it to laboratory. Prepare and test sample for
Moisture Density Relations and Plasticity Index testing.
Technician: Bradford T. Rengstorrf
Report Distribution:
(1) Transwestem Commercial Services
(1) Hill & Wilkinson. Ltd.
(1) O'E, rien & Associates
(1) TechniStructures
(1) City of Coppell - BIdg insp
(1) City of Coppell - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
HBC/T~I~
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.
Page 1 of 1