Coppell BC3-LR010222.' REPORT OF DRILLED BELLE~I~ ER 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 22, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
February 12, 2001
94001487
94001487.0011
Services:Drilled belled pierinspection.
On this date, an HBC Engineering technician arrived at the above referenced jobsite as
scheduled for drilled belled pier inspection. See attached sheets for recorded data.
Technician: Gerry Graham
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed by:
Eric J. Cleveland, 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.
Page I of I
REPORT OF DRILLED BELLED PIERS
8901 Carpenter Fmry., Suite #100
Dallas, Texas 75247
Project: Charles Schwab Report No.: 94001487.0011
217 Wrangler, Coppell, Texas Date of Service: 02/12/01
Project No.:94001487 Technician: G. Graham
Driller: Page: I of 2
Pier Identification 04 06 15 16 07 08 17 II
Pier Diameter (in.) 24 24 24 24 24 24 24
Bell Diameter (in.) 54 54 48 48 54 54 48
*Top of Pier Elevation (ft) 98.0 98.0 98.0 98.0 98.0 98.0 98.0
Req. Depth from Exist. Grade {ft) 18.O 17.9 19.0 18.4 18.8 18.5 18.6
Initial Depth of Pier from Existing
Grade (ft) 18.0 18.0 18.0 18.0 18.0 18.0 18.0
Final Depth of Pier from Existing
Grade {ft) 18.5 18.2 19.2 18.7 19.0 18.7 18.9
Depth from Top of Concrete (ft) 17.7 17.5 18.0 17.7 17.9 17.6 17.7
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes
,Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 17.3 17.1 17.6 17.3 17.5 17.2 17.3
Time Drilling was Completed 10:45 a.m. 11:45 a.m. 12:04 p.m. 1:34 p.m. 1:43 p.m. 2:00 p.m. 2:21 p.m.
Time Concrete was Placed 2:12 p.m. 2:18 p.m. 2:30 p.m. 3:00 p.m. 3:40 p.m. 3:40 p.m. 3:54 p,m.
*Elevation was provided by others.
REPORT OF DRILLED BELLED PIERS
Project: Charles Schwab Report No.:
217 Wrangler, Coppell, Texas Date of Service:
Project No.: 94001487 Technician:
Driller: Page:
ENGINEERING, INC.
8901 Carpenter F~vy., Suite #100
Dallas, Texas 75247
94001487.0011
02/12/01
G. Graham
2 of 2
II
Pier
Identification
32
31
29 30 28 27 25 24
Pier Diameter (in.) 16 16 16 16 16 16 16 16
Bell Diameter (in.) 36 36 36 36 36 36 36 36
*Top of Pier Elevation (ft) 98.0 98.0 98.0 98.0 98.0 98.0 98.0 98.0
Req. Depth from Exist. Grade (ft) 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0
Initial Depth of Pier from Existing
Grade (ft) 20.0 18.0 18.9 17.8 19.0 19.1 18.2 18.5
Final Depth of Pier from Existing
Grade (ft) 20.0 18.2 18.9 18.1 19.0 19.1 18.2 18.7
Depth from Top of Concrete (ft) 18.5 16.7 17.4 16.6 17.5 17.6 17.5 18.0
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes
Cgsing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.) 4 4 4 4 4 4 4 4
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0
Time Drilling was Completed 12:20 p.m, 1:05 p.m. 1:15 p.m. 1:25 p.m. 1:50 p.m. 1:35 p.m. 2:05 p.m. 2:15 p.m.
Time Concrete was Placed 4:20 p.m. 4:10 p.m. 3:50 p.m. 3:40 p.m. 3:15 p.m. 3:25 p.m. 3:05 p.m. 2:50 p.m.
*Elevation was provided by others.
REPORT OF DRILLED PIER I~"'~ECTION
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 22, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
February 14, 2001
94001487
94001487.0015
Services:Drilled pierinspection.
On this date, an HBC Engineering technician arrived at the above referenced jobsite as
scheduled for drilled pier inspection. Upon arriving at the jobsite, HBC's technician was
notified that pier drilling for this date was cancelled and would be rescheduled.
Technician: Gerry Graham
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. I_nsp.
Reviewed by~
Eric J. Cleveland, 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.
Page 1 of 1