Amberpoint BP-LR020508FIELD DENSITY TESTING
Report Number: 94021029.0256
Service Date: April 22, 2002
Client: Transw¢=tcrn Commerc;al Services
~ Attn:~
~~alley Rd. Suite 600W
Dallas TX 75244
8901 Cmpontor Fn~., Suite #100
Dallas, Texas 75247
(214) 630-1010
ReportD...~2 ,.,ay 08, 2002 --
Proje~_~mberpoi-nt~jilding No. 1
~eld~ql~l~Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Reauirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pct') (%) (% compaction)
1. 210290099 ASTM D-698 Dk & reed brown, tan & It brown clay
24.6. 92.3 -1/+3 95
Field Test Date.
Test Lift/
No. Test Location Elevation
Fire Lane, Parking Lot
298 70' S and 50' E of Grid line NIl
299 25' E of Grid line Q/1.7
300 45' E of Grid line Q/2.5
301 40' E of Grid line Q/4
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pcf) (% compaction)
at Grade 1 6 23.8 90.6 98
at Grade 1 6 23.9 89.8 97
at Grade 1 6 23.7 89.6 97
at Grade I 6 24:6 89.1 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: ContractorlBrien
Technician: Brad Rengstorff
Report Distribution:
(1) Trans~estem Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStmctures Inc
(t) city of copbe, - 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 ~mre per~rmed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the uss of the client
ind;ca~ed above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein era only applicable
to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparanfly similar or idontJcal
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REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021029.0243
Service Date: April 24, 2002
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 08, 2002
Project: Amberpoint Building. No. 1
Amberpoint Bus. Pk. (~ Coppell
· Coppell, Texas
Project Number: 94021029
Services: Drilled belled pier observation
On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for
ddlled belled pier observation. See the attached sheet(s) for recorded data.
Technician: Gerry Graham
Report Distribution:
(1) Tmnswestem Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
HBC Engine~
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd Reviewed by:
(1) Halff Associates Eugene Harbour
(1) State Farm Insurance Pdsoipal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the uso of the client
indicated above and shall not bo 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 ather apparently similar or identical
materials.
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