Amberpoint BP-LR020416 (2)FIELD DENSITY TESTING
Report Number: 94021029.0199
Service Date: April 2, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter F[wy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 16, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 210290099 ASTM D-698 Dk & med brown, tan & it brown clay 24,6 92.3 0/+4 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc~ (% compaction)
Sanitary Sewer
291 Sta. 5+90 7' BEG 1 6 25.2 91.9 100
292 Sta. 5+85 6' BEG I 6 26.9 90.6 98
293 Sra. 5+80 5' BEG 1 6 27.3 88.3 96
294 Sta. 5+75 4' BEG I 6 26.2 87.7 95
295 Sta. 5+70 3' BEG I 6 26.9 87.8 95
296 Sta. 5+65 2' BEG I 6 27.3 90.6 98
297 Sra. 5+60 1' BEG 1 6 26.1 91.3 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~,STM D2922, ASTM D3017
Gauge ID:
Field Results Reported To: Contractor
Technician: Brad Rengstorff
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell - Bldg Insp
(1) O'Bden & Associates Inc (1) Hill & Wilkinson Ud
(1) TechniStructures Inc (1) Halff Associates
Reviewed by:
HBC E~I~
Eugene Harbour
Principal
(1) City of Coppell - Constr Insp (1) State Farm Insurance
The tests were performed in generat 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 identica~
materials,
Page 1 of 1 o, so~0~*~,~.~
REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021029.0186
Service Date: April 5, 2002
8901 Carpenter FnNy., 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: April 16, 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
drilled belled pier observation. See the attached sheet(s) for recorded data.
Technician: Gerry Graham
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell- BId9 Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
HBC En~ring
Eugene Harbour
(1) City of Coppell - Constr Insp (1) State Farm Insurance 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 I ~"
REPORT OF DAILY FIELD ACTIVITIES
Report Number: 94021029.0146
Service Date: March 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
ENGINEERING
8901 Carpenter Fm/y., Suite#100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 16, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Services:
Daily field activities.
On this date, an HBC Engineering 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 2 foot overburden for verification of material size, moisture and
compaction efforts in an area at grid lines 5 to 7 and A to Q. In-place density tests would be
performed at a later date.
Technician: Brad Rengstorff HBC Eng~J3~
Report Distribution:
(1) Transwestern Commercial Services (1) City of Coppell - BIdg Insp Reviewed by:
(1) O'Brien & Associates Inc (1) Hill & Wilkinson Ltd Eugene Harbeur
(1) TechniStructures Inc (1) Halff Associates Principal
(1) City of Coppell - Constr Insp (1) State Farm Insurance
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 shalt 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
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