Park West CC(12)-LR010222 GEOTECHNICALAND J ~ F=I ~--~ I I F~
ENVIRONMENTAL 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
REPORT NO. 26
REG PROJECT NO. 4772
SAMPLE DATE: 02-22-01
TECHNICIAN: P. Houston
Set Number I Location I Quantity Represented
1 Builidng slab lines C to D from 2 to 3 380/380
Design Information
Source of
Set Number Concrete Mix Identification Specified Strength p.s.i.
1 TXI 47 4000
Test Results
Set Cylinder
No. ID Date Tested
1 4090 03-01-01
4090 03-22-01
4090 03-22-01
4090 Hold
Age @ Total Load Compressive
Test lbs. Strength p.s.i.
7 133250 4720
28 167210 5910
28 148700 5200
H
J Average Strength
p.s.,.
556O
Cylinder Data
Set Cylinder I
N~o. ID Slump
4090 4.25
Concrete Air
Air Temp. Temp. Entrainment
10:00AM 35 50
Time of J Ticket
Sample I Number
N/A 2830546
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/cdl
2424 STUTZ DR. * SUITE 400 ,, DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND I ~ F~I r-! U F~z
ENVIRONIIENTAL 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: UrL Roger Dahlin
McFadden & Miller, Inc.
Location of Sample
Set Number I Location
Builidng slab lines C to D from 2 to 3
REPORT NO. 26
REG PROJECT NO. 4772
SAMPLE DATE: 02-22-01
TECHNICIAN: P. Houston
Quantity Represented
380/380
Design Information
Set Number
Source of
Concrete
Mix Identification
TXI
47
Specified Strength p.s.i.
4OOO
Test Results
Set Cylinder I
No. ID Date Tested
1 4090 03-01-01
4090 03-22-01
4090 03-22-01
4090 Hold
Age @
Test
7
28
28
H
I Total Load
lbs.
Compressive
Strength p.s.i.
133250
4720
IAverage Strength
Cylinder Data
Set
No.
1
Cylinder I I Concrete Air Time of Ticket
ID Slump Air Temp. Temp. Entrainment Sample Number
4090 4.25 10:00AM 35 50 N/A 2830546
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/cdl
2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019