Amberpoint BP 2-LR021205REPORT OF DRILLED PIER OBSERVATION
Report Number: 94021380.0112
Service Date: November 21,2002
'lrerra on
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 05, 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) Transweslern Commercial Services
(1) Hill & Wilkinson, Lid.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - BJdg Insp
(1) Oily of Coppell - Conslr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
HBC
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.
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FIELD DENSITY TESTING
Report Number: 94021380.0131
Service Date: November 20, 2002
ll'erracan
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 05, 2002
Project: Staples
201 Nodhpoint
Coppell, TX
Project Number: 94021380
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 213800010 ASTM D 698 Brown clay 22.7 98.7 -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)
Inlet
899 NE entry, W side Final 1 6 23.1 90.2 91
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test MethodASTM D2922, ASTM D3017
Gauge ID: 32769
Technician: James L. Atnip
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppetl - Bldg Insp
(1) City of Coppell - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
E~ggene 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.
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0133
Service Date: November 27, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
lrerracan
8901 Carpenter Fro,7, Ste #100
Dallas, Texas 75247
(214) 630-1010
Date: December 05, 2002
p roject..~ ,~"~ -. j
Project Number: 94021380
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 11:32am Plant: 3
Supplier: Potter Concrete
Truck No: 113 Ticket No: 112463
Mix I.D. No.: 9337
Sample Information
Sample Time: 12:00pm Date Cast: November 27, 2002
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
10
Direct Discharge
See placement location
Pier information listed on Repod
#94021380.0132
Sample location: Piers 1 .A/.09, 2.A/09,
A.7/.09, A.8/.09, A.7/1.3, 3.A/4.2, 3.A/4.6
Field Test Data
Test
Result Specification Test Method
5.50 5-7 ASTM C-143
1.4 N/A ASTM C-231
64 ASTM C1064
49 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 12/04/2002 7 107,180 3,790
1 2 6.00 28.27 12/04/2002 7 107,890 3,820
Average 3,810
1 3 12/25/2002 28
1 4 12/25/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
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) 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.
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REPORT OF CONCRETE BATCH PLANT OBSERVATION
Report Number: 94021380.0117
Service Date: November 22, 2002
lr rra an
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 05, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Services: Concrete batch plant observation.
On this date, a HBCFFerracon technician arrived at the above referenced jobsite as scheduled for
concrete batch plant observation. HBC's technician observed the concrete batching operation for
Concrete Mix 9349 for the slab-on-grade placement. The concrete trucks were visually slumped and
adjusted prior to leaving the concrete batch plant. No discrepancies were noted at the time of this
observation.
Technician: Kenneth Combs
Report Distribution:
(1) Transwestern Commercial Se~'ices
(1) Hill & Wilkinson, Ltd,
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - Bldg Insp
(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 9~-~S~R~F~..~.~