Park West CC(12)-LR010425GEOTECHNICAL AND ~ R O LJ F:m
ENVIRONMENTAL CONSULTANTS
REPORT OF PIER OBSERVATION
Parkwest Commerce Center - Building 5
Enterprise and Wrangler
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller
REPORT NO. 19
REPORT DATE: 04-25-01
REG PROJECT NO. 7479
TECHNICIAN: S. Davis
PAGE: 1 of 1
Pier Bell Depth Final
Date Pier No. Diameter Diameter Before Bell Depth of
(inches) (inches) (feet) Pier (feet)
04-19-01 B.5-1 24 60 11.0 11.0
C-1 24 60 11.0 11.2
C.6-1 24 54 13.0 13.4
D-1 24 60 12.1 12.1
D-1.5 24 60 12.0 12.0
D-2.5 24 60 11.9 11.9
D-3.1 24 60 11.7 11.7
D-3.5 24 60 11.0 11.0
D-3.9 24 60 11.4 11.5
D-4.6 24 60 11.0 11.2
Mail
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller, Inc./
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.
KA/myw
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND ~ J~J J:~ U F~
ENVIRONIflENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 5
Enterprise and Wrangler
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller
Location of Sample
Set Number I Location
1 Paving: 30'N, 20'W of N.E. building corner
2 Paving: 25'S, 75'E of N.E. building corner
REPORT NO. 26
REG PROJECT NO. 7479
SAMPLE DATE: 04-25-01
TECHNICIAN: F. Gomez
J Quantity Represented
80/450
230/450
Design Information
Source Of TxiConcrete
Mix Identification
8273
Specified Strength p.s.i.
4OOO
Test Results
Set Cylinder J Age @
No. ID J Date Tested Test
1 6554 05-02-01 7
6554 05-23-01 28
6554 05-23-01 28
6584 05-02-01 7
6584 05-23-01 28
6584 05-23-01 28
JTotalLoad J Compressive J Average
lbs. Strength p.s.i. Strength p.s.i.
8684O 3O70
82310 2910
Cylinder Data
Set Cylinder
J No. I ID
[ ~ 6554
6584
J Time of
Slump Sample
I Concrete Air Ticket
Air Temp. Temp. Entrainment Number
4.50 8:20AM 63
5.00 10:45AM 75
78 3.9 2871847
78 4.5 2872178
Mail
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller, Inc./
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/je
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND I G F~ r~ U F~
ENVIRONHENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 5
Enterprise and Wrangler
Coppell, Texas
REPORTED TO:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
REPORT NO. 26
REG PROJECT NO. 7479
SAMPLE DATE: 04-25-01
TECHNICIAN: F. Gomez
McFadden & Miller
CONTRACTOR:
Location of Sample
Set Number J Location J Quantity Represented
1 Paving: 30'N, 20'W of N.E. building corner 80/450
2 Paving: 25'S, 75'E of N.E. building corner 230/450
Design Information
J Source of Concrete J Mix Identification J
TXI 8273
Specified Strength p.s.i.
4000
Test Results
Set JCylinderJ I Age@ JTotalLoad
No. ID Date Tested Test lbs.
6554 05-02-01 7 86840
6554 05-23-01 28 129070
6554 05-23-01 28 132130
2
6584 05-02-01 7 82310
6584 05-23-01 28 125650
6584 05-23-01 28 129720
JCompressive
Strength p.s.i.
3O7O
4570
4680
2910
4450
459O
Average
Strength p.s.i.
4630
4520
Cylinder Data
Set Cylinder
No. ID
1 6554
2 6584
J Time of
Slump Sample Air Temp.
4.50 8:20AM 63
5.00 10:45AM 75
Concrete[ Air I Ticket
Temp. Entrainment Number
78 3.9 2871847
78 4.5 2872178
Mail
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(1) McFadden & Miller, Inc./
Mr. Jori 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/je
2424 STUTZ DR. * SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 o FAX [214] 350 0019