Park West CC(12)-LR010131 GEOTECHNICAL AND J ~ J~JJ r"l U F~
ENVIRONHENTAL CONSULTANTS
I
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller, Inc.
Location of Sample
Set Number
REPORT NO. 20
REG PROJECT NO. 4772
SAMPLE DATE: 01-31-01
TECHNICIAN: C. McEntee
J Location
J Quantity Represented
1 Pier # C-8
20/20
Design Information
I sourcoo' I
Set Number Concrete
1 TXI
Mix Identification
Specified Strength p.s.i.
19
300O
Test Results
Set Cylinder J
No. ID Date Tested
I 3389 02-07-01
3389 02-28-01
3389 02-28-01
3389 Hold
Age @
Test
Total Load
lbs.
7
28
28
H
97280
161610
156560
r Compressive J Average Strength
Strength p.s.i, p.s.i.
344O
5720
5540
5630
Cylinder Data
Set
Cylinder J Concrete
ID Slump Air Temp. Temp.
3389 5.00 11:07AM 43
Air Time of Ticket
Entrainment Sample Number
53 N/A 2817593
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
KENje
2424 STUTZ DR. ,, SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600" FAX [214] 350 0019
GEOTECHNICAL AND ~ F:=J r-i I I p
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 J Location
1 Pier # C-8
REPORT NO. 20
REG PROJECT NO. 4772
SAMPLE DATE: 01-31-01
TECHNICIAN: C. McEntee
J Quantity Represented
20/20
Design Information
Source of r
Set Number Concrete
1 TXI
Mix Identification
Specified Strength p.s.i.
19
3O00
Test Results
Set Cylinder J
No. ID Date Tested
1 3389 02-07-01
3389 02-28-01
3389 02-28-01
3389 Hold
Age @
Test
Total Load
lbs.
7 97280
28
28
H
Compressive
Strength p.s.i.
344O
I Average Strength
p.s.i.
Cylinder Data
SetI Cylinder I
I NlO. ID Slump
3389 5.00
I Concrete Air Time of I Ticket
Air Temp. Temp. Entrainment Sample Number
11:07AM 43
53 N/A 2817593
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.
Odginal 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 ~ F~I r-'l I I ~
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. 14
REPORT DATE: 01-31-01
REG PROJECT NO. 4772
TECHNICIAN: C. McEntee
PAGE: 1 of 1
CONTRACTOR: McFadden & Miller, Inc.
Date
Pier No.
IPier Diameter Bell Diameter
(inches) (inches) I
Depth Before
Bell (feet)
IFinal Depth of
Pier (feet)
01-25-01
D-10 24 54 18.5 19.0
D-9 24 54 15.0 15.5
D-8 24 54 14.0 14.6
D-7 24 54 13.1 13.5
D-6 24 54 14.0 14.5
D-5 24 54 13.8 14.0
D-4 24 54 13.5 14.0
D-3 24 54 13.0 13.5
D-2 24 54 13.0 13.8
E-2 24 54 10.9 11.5
E-2.5 24 54 11.0 11.6
E-3 24 54 10.0 10.4
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mr. Keith Leslie
(l) 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/cg
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL ['214] 350 5600 · FAX [214] 350 0019