Amberpoint BP 2-LR021206FIELD DENSITY TESTING
Report Number: 94021380.0121
Service Date: November 22, 2002
'll'erracan
8901 Carpenter Frwy, Ste #100
DaIJas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: December 06, 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
(%) (pof) (%) (% compaction)
1.213800009
2. 213800010
3.213800074
ASTM D 698
ASTM D 698
ASTM D 698
Lt brown silty clay
Brown clay
Dk brown clay (lime treated)
19.2 103.8 -1/+3 95
22.7 98.7 =/> +3 93
22.9 95.5 -1/+3 95
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Electrical Main Business Line
908 20' N & 110' W of SW corner of building 2' BEG 1 6
909 20' N & 95' W of SW corner of building 1' BEG 1 6
Plumbing Line
910 Grid line A.8/4.2 2' BEG 2 6
911 Grid line A.8/3.9 1' BEG 2 6
912 Grid line A.8/3.7 At Grade 3 6
913 Grid line A.8/2.6 2' BEG 2 6
914 Grid line A.8/2.0 1' BEG 2 6
915 Grid line A.8/1.7 At Grade 3 6
Parking Lot Subgrade
50' N & 135' W of SW corner of building
At Grade
916 1 6
917 100' N & 135' W of SW corner of building At Grade 1 6
918 150' N & 135' W of SW corner of building At Grade 1 6
919 200' N & 135' W of SW corner of building At Grade I 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
18.7 102.7 99
19.6 101.4 98
27.3 92.6 94
28.1 93.1 94
23.6 93.6 98
26.9 92.9 94
28.4 92.1 93
24.5 94.2 99
18.3 103.3 100
18.5 102.7 99
18.6 104.6 100+
18.4 104.2 100
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod 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 proper[les of other apparently similar or identical
materials.
Page 1 of 2 ~? s~s~o~-..~.~.~
FIELD DENSITY TESTING
Client:Transwestem Commercial Services
lrerracan
Project Number:94021380
Report Number: 94021380.0121
Field Test Data Probe Water D~y Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (°,6 compaction)
920 250' N & 135' W of SW corner of building At Grade 1 6 18.5 103.6 100
921 300' N & 135' W of SW corner of building At Grade 1 6 18.3 102.9 99
Datum: BEG = below existing grade
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: Hill & Wilkinson. Ltd.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp
(1) Hill &Wiikinson, Lid, (1) City of Coppell - Constr Insp
(1) O'Brien & Associates (1) State Farm Insurance
(1) TechniStructures (1) HBC Engineering
Reviewed by:
HBCFF,~/
Eug~e 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
.REPORT OF DRILLED PIER OBSERVATION
Report Number: 94021380.0119
Service Date November 22, 2002
ll'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: December 06, 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.
NOTE: Pier J/4.80 was recleaned due to debris falling back into the pier hole.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - Bldg Insp
(1) City of Coppell - Constr Insp
(1) Slate Farm Insurance
(1) HBC Engineering
Reviewed by:
E~gene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is excIusively 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 propedies of other apparently similar or identical
materials.
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