Park West CC(12)-LR010202GI:OTECHNICAL AND ~ F:=J I"-! I I F~
ENVIRONMENTAL CONSULTANTS
REPORT OF PIER OBSERVATION
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
REPORT NO. 15
REPORT DATE: 02-02-01
REG PROJECT NO. 4772
TECHNICIAN: C. McEntee
PAGE: 1 of 1
CONTRACTOR: McFadden & Miller, Inc.
I Pier DiameterI Bell Diameter I Depth Before Final Depth of
Date Pier No. (inches) (inches) Bell (feet) Pier (feet)
01-26-01 E-1 30 66 10.0 10.8
D.8-1.2 18 36 12.0 12.4
D.2-1 24 54 10.8 11.3
D.3-1.2 24 54 12.0 12.5
D.8-1.8 24 54 12.0 12.8
C.8~1 24 54 11.0 11.8
C.2-1 24 54 10.5 11.3
B.8-1 24 54 10.3 10.6
B.2-1 24 54 10.2 10.7
A.6-1 24 54 10.9 11.7
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Milled
Mr. Jon Jacobson
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
James F. Phipps, P.E.
BW/myw
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 ,, FAX [214] 350 0019
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO:
REPORT NO. 23
REG PROJECT NO. 4772
SAMPLE DATE: 02-02-01
TECHNICIAN: C. McEntee
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
CONTRACTOR: McFadden & Miller, Inc.
Location of Sample
Set Number J Location J Quantity Represented
1 Pier: A-6.2 10/22
Design Information
Source of I
Set Number Concrete Mix Identification Specified Strength p.s.i.
1 TXI 19 3000
Test Results
Set Cylinder I Age @ Total Load Compressive J Average Strength
No. ID I Date Tested Test lbs. Strength p.s.i. I p.s.i.
1 3408 02-09-01 7 101650 3600
3408 03-02-01 28 154860 5480
3408 03-02-01 28 155210 5490 5490
3408 Hold H
Cylinder Data
setJ CylinderI Time ofI I Concrete J Air Ticket
J No. ID Slump Sample Air Temp. Temp. Entrainment Number
i
3408 4.5 10:30AM 45 55 N/A 2819739
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller/
Mr. Jon Jacobson
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
KEA/mm
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 * TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Location of Sample
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller, Inc.
Set Number I Location
1 Pier: A-6.2
REPORT NO. 23
REG PROJECT NO. 4772
SAMPLE DATE: 02-02-01
TECHNICIAN: C. McEntee
Quantity Represented
10/22
Design Information
Source of
Set Number Concrete Mix Identification
1 TXI 19
Specified Strength p.s.i.
3000
Test Results
Set CylinderI I Age@
No. ID Date Tested Test
3408 02-09-01 7
3408 03-02-01 28
3408 03-02-01 28
3408 Hold H
I Total Load
lbs.
101650
Compressive
Strength p.s.i.
36OO
I Average Strength
p.s.~.
Cylinder Data
Set Cylinder I Time of
No. ID I Slump Sample
3408 4.5 10:30AM
[Concrete[ Air Ticket
Air Temp. Temp. Entrainment Number
45 55
N/A 2819739
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Milled
Mr. Jon Jacobson
(1) Halff Associates/Mr. Dave Littleton
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
KEA/mm
2424 STUTZ DR. * SUITE 400 ,, DALLAS. TX 75235 ,, TEL [214] 350 5600 ,, FAX [214] 350 0019