Park West CC(12)-LR010208GEoTEcHNICAL AND G R I'--I I I F~
ENVIRONMENTAL CONSULTANTS
REPORTED TO:
CONTRACTOR:
Location of Sample
Set Number
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller, Inc.
REPORT NO. 24
REG PROJECT NO. 4772
SAMPLE DATE: 02-08-01
TECHNICIAN: A. Chairez
I Location
Quantity Represented
1 Slab on grade: 260'N, 20'E of S.VV. building corner 60/360
2 Slab on grade: 150'E, 40'S of S.W. building corner 160/360
3 Slab on grade: 40'S, 110'E of N.W. building corner 320/360
Design Information
Source of
Set Number Concrete
Mix Identification
Specified Strength p.s.i.
1 TXI 5.50 4000
Test Results
Set Cylinder I Age @ Total Load Compressive I Average Strength
No. ID I Date Tested Test lbs. Strength p.s.i. I p.s.i.
1 3784 02-15-01 7 113020 4000
3784 03-08-01 28 159930 5660
3784 03-08-01 28 151660 5370 5520
3785 02-15-01 7 113700 4020
3785 03-08-01 28 167520 5930
3785 03-08-01 28 162960 5770
3786 02-15-01 7 109040 3860
3786 03-08-01 28 152520 5400
3786 03-08-01 28 152170 5390
5850
54OO
Cylinder Data
Set Cylinder
No. ID
1 3784
2 3785
3 3786
Slump Sample Temp Temp.
5.00 4:30PM 65
4.50 6:20AM 67
4.50 8:45AM 65
Air I Ticket
Entrainment Number
69 N/A 2824146
69 N/A 2824156
68 N/A 2824215
Distribution:
(1) Pritchard Associates/
Mr. Roger Dahlin
(1) O'Brien & Associates/
Mr. Mick Granlund
(1) Technistructures/Mro 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 J
ENVIRONMENTAL CONSULTANTS
I
REPORTED TO:
CONTRACTOR:
LocationofSample
Set Number
1
2
3
CONCRETE CYLINDER TEST REPORT
Parkwest Commerce Center - Building 4
Enterprise Drive at Wrangler Drive
Coppell, Texas
Pritchard Associates
2501 State Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
McFadden & Miller, Inc.
REPORT NO. 24
REG PROJECT NO. 4772
SAMPLE DATE: 02-08-01
TECHNICIAN: A. Chairez
J Location
Slab on grade: 260'N, 20'E of S.W. building corner
Slab on grade: 150'E, 40'S of S.W. building corner
Slab on grade: 40'S, 110'E of N.W. building corner
J Quantity Represented
60/360
16O/36O
320/360
Design Information
Source of
Set Number Concrete
Mix Identification
1 TXI 5.50
Specified Strength p.s.i.
4000
Test Results
Set Cylinder
No. ID
1 3784
3784
3784
2 3785
3785
3785
3 3786
3786
3786
Date Tested
02-15-01
03-08-01
03-08-01
02-15-01
03-08-01
03-08-01
02-15-01
03-08-01
03-08-01
J Age I Total Load
Test lbs.
7
28
28
7
28
28
7
28
28
Compressive
Strength p.s.i.
113020
4000
113700
4020
109040
3860
I Average Strength
p.s.~.
Cylinder Data
J Set Cylinder I Time of
No. ID SlumpI Sample
Air Concrete
1
3784 5.00 4:30PM
3785 4.50 6:20AM
3786 4.50 8:45AM
Temp Temp.
65 69
67 69
65 68
Air
Entrainment J
Ticket
Number
N/A 2824146
N/A 2824156
N/A 2824215
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
KENje
2424 STUTZ DR. * SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019