Coppell BC3-LR010213REPORT OF REINFORCING S'~.L INSPECTION
Client:
Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Service Date:
Project Number:
Report Number:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
February 13, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
February 6, 2001
94001487
94001487.0007
Services: Reinforcing steel inspection.
On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for reinforcing
steel inspection. Reinforcing steel inspection for this date was cancelled due to the contractor was not ready and
was rescheduled for 02/07/01.
Technician: Roy Montgomery
Report Distribution: HBC~-~Engineering' Inc.
(1) Constructors & Associates Reviewed by: ,~/'"'~,
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp. P.E..
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM 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
EN(.ilNEEItlNG, [NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Service Date:
Project Number:
Report Number:
February 13, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
February 5, 2001
94001487
94001487.0005
Material Information
Material Laboratory
No. Test Method
Descri,ption and Classification
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
ASTM D-698 Brown sandy clay
11.5 120.0 -2/+2% 95%
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Cooling Tower Pad
29 12' W of Transformer, 6' S of Building Final 1 6
30 21' W of Transformer, 9' S of Building Final 1 6
31 18' E of Tranformer, 12' S of Building 1 st 1 6
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
13.3 117.8 98
12.1 116.8 97
12.7 115.7 96
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.
Gauge ID: 31787
Field Test Method:ASTM D2922, ASTM D3017
Field Results Reported To: Contractor
Technician: Roy Montgomery
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed bY: ~~C.~~~' ~~~ . --
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM test methods. This report is exclusively for the use of the client indicated ~bove
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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