Park West CC(12)-LR010404 I
GEOTECHNICAL AND J
ENVlRONHENTAL CONSULTANTS
I
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 5
Enterprise and Wrangler
Coppell, Texas
REPORTED TO:
Pritchard Associates
2501 State Street
Dallas, Texas 75201
A-I-rN: Mr. Roger Dahlin
REPORT NO. 18
REG PROJECT NO. 7479
SAMPLE DATE: 04-04-01
TECHNICIAN: H. Thornton
CONTRACTOR: McFadden & Miller
Location of Sample
Set Number J Location
Floor slab: 90'N, 10'W of S.E. building corner
Floor slab: 150'N, 65'W of S.E. building corner
J Quantity Represented
60/300
22O/3OO
Design Information
JSource of Concrete J
TXI
Mix Identification I Specified Strength p.s.i.
5sk 4000
Test Results
No.Set CylinderlID
1 5371
5371
5371
2 5372
5372
5372
Date Tested
J Age @ Total Load J Compressive Average
Test lbs. J Strength p.s.i. Strength p.s.i.
04-11-01 7 109920 3890
05-02-01 28 140750 4980
05-02-01 28 141340 5000
4990
Cylinder Data
Set Cylinder
No. ID
1 5371
2 5372
04-11-01 7 102730 3640
05-02-01 28 139300 4930
05-02-01 28 129900 4600 4770
Timeof J I Concrete Air Ticket
Slump Sample Air Temp. Temp. Entrainment Number
5.00 8:05AM 69 77 N/A 2854212
6.00 10:45AM 76 79 N/A 28754596
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
KENje
2424 STUTZ DR. ,, SUITE 400 · DALLAS, TX 75235 * TEL [214] 350 5600 · FAX [214] 350 0019
GEOTECHNICAL AND ~ J==l I'-1
ENVIP. O NlelENTAL 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
CONTRACTOR: McFadden & Miller
Location of Sample
REPORT NO. 18
REG PROJECT NO. 7479
SAMPLE DATE: 04-04-01
TECHNICIAN: H. Thornton
Set Number J Location
1 Floor slab: 90'N, 10'W of S.E. building corner 60/300
2 Floor slab: 150'N, 65'W of S.E. building corner 220/300
Quantity Represented
Design Information
I Source of Concrete I Mix Identification I Specified Strength p.s.i.
TXI 5sk 4000
Test Results
Set Cylinder I
No. ID
1 5371
5371
5371
2 5372
5372
5372
I Age @ J Total Load J Compressive Average
Date Tested Test lbs. Strength p.s.i. Strength p.s.i.
109920 3890
04-11-01 7
05-02-01 28
05-02-01 28
04-11-01 7
05-02-01 28
05-02-01 28
102730 3640
Cylinder Data
Set Cylinder I
No. ID Slump
1 5371 5.00
2 5372 6.00
Time of
Sample
8:05AM
10:45AM
I Concrete Air J Ticket
Air Temp. Temp. Entrainment Number
69 77 N/A 2854212
76 79 N/A 28754596
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