Amberpoint BP 2-LR021202 (2)REPORT OF DRILLED PIER OBSERVATION
Report Number: 94021380.0105
Service Date: November 20, 2002
1Ferracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-I 010
Client: Transwestem Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: December 02, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Services: Drilled pier observation
On this date, a HBCFFerracon technician arrived at the above referenced jobsite as scheduled for
drilled pier observation. See the attached sheet(s) for recorded data.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill &Wilkinson, Ltd.
(I) O'Brien & Associales
(1) TechniStructures
(1) City of Coppe[I - Bldg lnsp
(1) City of Coppell - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
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 ~LW,.~g-F,~.
IJJ
FIELD DENSITY TESTING
Report Number: 94021380.0102
Service Date: November 19, 2002
'irerracon
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: December 02, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
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
(%) (pct') (%) (% compaction)
1. 213800009 ASTM D 698 Lt brown silty clay 19.2 103.8 =/> +3 93
2.213800010 ASTM D 698 Brown clay 22.7 98.7 -1/+3 95
3.213800074 ASTM D 698 Dk brown clay (lime treated) 22.9 95.5 -1/+3 95
4. 213800073 ASTM D 698 Lt brown clay (lime treated) 21.3 98.8 -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)
887 2.5' BEG 1 23.9 96.8 93
888 1.5' BEG 1 23.6 97.4 94
889 At Grade 2 22.4 93.9 95
890 2.5' BEG 1 24.3 97.3 94
891 1.5' BEG 1 24.6 98.1 95
892 At Grade 2 23.6 95.2 96
Plumbing Line in Building Subgrade
Grid line F.9/10.3
Grid line F.9/10.3
Grid line F.9/10.3
Grid line F.9/1.3
Grid line F.9/1.3
Grid line F.9/1.3
Building, Random Subgrade Check
893 Grid line F.5/10.5 At Grade 4 6 22.1 101.3 100+
894 Grid line E.5/9.5 At Grade 4 6 21.6 100.6 100+
895 Grid line F.5/7.5 At Grade 4 6 21.0 101.4 100+
896 Grid line E.5/5.5 At Grade 3 6 22.0 98.6 100+
897 Grid line F,5/3.5 At Grade 3 6 22.4 97.4 100+
898 Grid line E.5/1.5 At Grade 4 6 20~6 102.3 100+
Datum: BEG = below existing grade
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,
Page 1 of 2
FIELD DENSITY TESTING
Client:Transwestem Commercial Services
lrerracon
Project Number:94021380
Report Number: 94021380.0102
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: Hill & Wilkinson
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell - Bid§ Insp
(1) Hill & Wilkinson, Ltd, (1) City of Coppell - Constr Insp
(1) O'Bden & Associates (1) Slale Farm Insurance
(1) TechniStruclures (1) HBC Engineering
Reviewed by:
HBC/T~
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 2 of 2