Park West CC(12)-LR010517 GEOTECHNICALAND J J~J J~J r-I I I 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.
REPORT NO. 45
REG PROJECT NO. 4772
SAMPLE DATE: 05-17-01
TECHNICIAN: E. Barrington
Location of Sample
Set Number [ Location I Quantity Represented
1 Paving: 10'S, 15'W of N.E. corner of dock area 20/300
2 Paving: 120'S, 10'W of N.W. corner of dock area 120/300
3 Paving: 100'N, 10'W of S.E. corner of dock area 230/300
Design Information
Source of
Set Number Concrete
Mix Identification
Specified Strength p.s.i.
1 TXI 8273 4000
Test Results
No. ID Date Tested Test lbs. Strength p.s.i.
1 7769 05-24-01 7 Damaged
7769 06-14-01 28
7769 06-14-01 28
7769 Hold H
2 7770 05-24-01 7 117030 4140
7770 06-14-01 28
7770 06-14-01 28
7770 Hold H
3 7771 05-24-01 7 119410 4230
7771 06-14-01 28
7771 06-14-01 28
7771 Hold H
J Average Strength
p.s.l.
In Field
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019
Cylinder Data
Set Cylinder I
No. I ID Slump
i 7769 5.75
7770 6.00
7771 5.50
I Concrete
Air Temp. Temp.
7:19AM 70
8:50AM 74
10:15AM 78
Air Time of Ticket
Entrainment Sample Number
83 N/A 2891750
83 N/A 2891904
85 N/A 2892139
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.
Origina! Signed By
Keith E. Atkins
KEAJje
GEOTECHNICAL AND I ~ j==jj r-i U P
ENVIRONHENTAL CONSULTANTS
I
CONCRETE CYLINDER TEST REPORT
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
CONTRACTOR:
Location of Sample
REPORT NO. 45
REG PROJECT NO. 4772
SAMPLE DATE: 05-17-01
TECHNICIAN: E. Barrington
Set Number
McFadden & Miller, Inc.
J Location
1 Paving: 10'S, 15'W of N.E. corner of dock area 20/300
2 Paving: 120'S, 10'W of N .W. corner of dock area 120/300
3 Paving: 100'N, 10'W of S.E. corner of dock area 230/300
J Quantity Represented
Design Information
Source of I
Set Number Concrete Mix Identification Specified Strength p.s.i.
1 TXI 8273
4OO0
Test Results
No. ID Date Tested Test lbs. Strength p.s.i.
1 7769 05-24-01 7 Damaged In
7769 06-14-01 28 143300 5070
7769 06-14-01 28 136940 4850
7769 Hold H
3
7770 05-24-01 7 117030 4140
7770 06-14-01 28 152460 5400
7770 06-14-01 28 149000 5270
7770 Hold H
7771 05-24-01 7 119410 4230
7771 06-14-01 28 144650 5120
7771 06-14-01 28 145520 5150
7771 Hold H
J Average Strength
p.s.i.
Field
4960
534O
5140
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 * FAX [214] 350 0019
Cylinder Data
SetI CylinderI
No. I ID Slump
i 7769 5.75
7770 6.00
7771 5.50
I ConcreteI Air
Air Temp. Temp. Entrainment
7:19AM 70 83
8:50AM 74 83
10:15AM 78 85
Time of Ticket
Sample Number
N/A 289175O
N/A 2891904
N/A 2892139
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/je