Park West CC(12)-LR010405 GEOTECHNICAL AND J ~ J~J I'-I U J=~
ENVIRONHENTAL CONSULTANTS
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
1
2
Set Number J Location
Paving: 30'N, 10'E of N.E. building corner
Paving: 35'N, 170'W of N.E. building corner
REPORT NO. 33
REG PROJECT NO. 4772
SAMPLE DATE: 04-05-01
TECHNICIAN: H. Thornton
J Quantity Represented
80/200
210/220
Design Information
Source of
Set Number Concrete
1 TXI
J Mix Identification L
8273
Specified Strength p.s.i.
4OOO
Test Results
Set CylinderI
No. ID
1 5467
2
Date Tested
Age@ JTotalLoadJ Compressive
Test lbs. Strength p.s.i.
04-12-01
5467 05-03-01
5467 05-03-01
7
28
28
5468 04-12-01
5468 05-03-01
5468 05-03-01
7
28
28
85430
81450
3020
2880
Average Strength
p.s.,.
Cylinder Data
Set Cylinder I Time of Air
No. ID I Slump Sample Temp.
1 5467 6.00 8:20AM 74
2 5468 6.00 10:55AM 74
Concrete I Air I Ticket
Temp. Entrainment Number
78 5.5 2855628
78 4.5 2855976
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/je
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND ~ F=~ r"l U I=m
ENVIRONMENTAL CONSULTANTS
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Location of Sample
Set Number
1
2
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller, inc.
Location
Paving: 30'N, 10'E of N.E. building corner
Paving: 35'N, 170'W of N.E. building corner
REPORT NO. 33
REG PROJECT NO. 4772
SAMPLE DATE: 04-05-01
TECHNICIAN: H. Thornton
Quantity Represented
80/200
210/220
Design Information
Source of
Set Number Concrete
1 TXI
Mix Identification
8273
Specified Strength p.s.i.
4000
Test Results
Set Cylinder
No. ID
Date Tested
Age@ ITotalLoadI
Test lbs.
5467
5467
5467
04-12-01 7 85430
05-03-01 28 126060
05-03-01 28 125560
2
5468
5468
5468
04-12-01 7 81450
05-03-01 28 127990
05-03-01 28 124380
Compressive I Average Strength
Strength p.s.i.I p.s.i.
302O
4460
4440
445O
288O
4530
4400
4470
Cylinder Data
Set I Cylinder
No. I ID
5467
5468
I Time of I Air
Slump Sample Temp.
6.00 8:20AM 74
6.00 10:55AM 74
I Concrete Air [ Ticket
Temp. Entrainment Number
78 5.5 2855628
78 4.5 2855976
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