Gateway BP(1.4)-LR021012REPORTED TO: Catellus Development Corp.
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
CONTRACTOR: John S. Burns Construction
Location of Sample
R E E a
CONCRETE CYLINDER TEST REPORT
Haverty's Infrastructure
Gateway and Exchange
Coppell, Texas
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
EnE+InEEFaInG
REPORT NO. 12
REG PROJECT NO. 9256
SAMPLE DATE: 10 -12 -02
TECHNICIAN: L. Walton
1 Quantity Represented
Set Number 1 Location
Paving: 195'S, 525'E of S.E. building corner
Paving: 240'S, 510'E of S.E. building corner
1
2
30/150
120/150
Design Information
Source of Concrete 1
Mix Identification
Specified Strength p.s.i.
Lattimore
842
4000
Test Results
Set
No.
Cylinder
ID
Date Tested
Age
Test
Total Load
lbs.
Compressive
Strength p.s.i.
Average
Strength p.s.i.
1 4140
4140
4140
4140
2 4141
4141
4141
4141
10 -19 -02
11 -09 -02
11 -09 -02
Hold
10 -19 -02
11 -09 -02
11 -09 -02
Hold
7
28
28
H
7
28
28
H
98660
114580
121120
87380
121210
124370
4180
4350
Cylinder Data
Set
No.
Cylinder
ID
Slump
Time of
Sample
Air Temp.
Concrete
Temp.
Air
Entrainment
Ticket
Number
1
2
4140 5.00 8:35AM
4141 5.00 10:45AM
64 73
76 76
4.5 3151738
4.8 3151752
Submitted by:
Mail
Distribution: (1) Catellus Development Corp./
Mr. Robert McCann
(1) City of Coppell /Mr. Larry Davis
(1) John S. Bums Construction/
Mr. Rich Kretsch
(1) Halff Associates, Inc./ Keith Atkins
Mr. Travis Markham KEA/je
t o
,j,jc
242 4 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REED ENGINEERING GROUP, LTD.
Original Signed By
I 1 LJ
REPORTED TO: Catellus Development Corp.
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
CONTRACTOR: John S. Burns Construction
Location of Sample
Design Information
Test Results
Cylinder Data
CONCRETE CYLINDER TEST REPORT
Haverty's Infrastructure
Gateway and Exchange
Coppell, Texas
Mail
Distribution: (1) Catellus Development Corp./
Mr. Robert McCann
(1) City of Coppell /Mr. Larry Davis
(1) John S. Burns Construction/
Mr. Rich Kretsch
(1) Halff Associates, Inc./
Mr. Travis Markham O ff.
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600
REED Er7GIfIEERIr'c
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 12
REG PROJECT NO. 9256
SAMPLE DATE: 10 -12 -02
TECHNICIAN: L. Walton
Set Number I Location
1 Quantity Represented
1 Paving: 195'S, 525'E of S.E. building corner
2 Paving: 240'S, 510'E of S.E. building corner
30/150
120/150
Source of Concrete I Mix Identification
Specified Strength p.s.i.
Lattimore
842
4000
Set
No.
Cylinder
ID
Date Tested
Age
Test
Total Load
lbs.
Compressive
Strength p.s.i.
Average
Strength p.s.i.
1 4140
4140
4140
4140
2 4141
4141
4141
4141
10 -19 -02
11 -09 -02
11 -09 -02
Hold
10 -19 -02
11 -09 -02
11 -09 -02
Hold
7
28
28
H
98660
7 87380
28
28
H
3490
3090
Set
No.
Cylinder
ID
Slump
Time of
Sample
Air Temp.
Concrete
Temp.
Air
Entrainment
Ticket
Number
1 4140 5.00 8:35AM 64
2 4141 5.00 10:45AM 76
73 4.5 3151738
76 4.8 3151752
Submitted by:
REED ENGINEERING GROUP, LTD.
Original Signed By
Keith Atkins
KEA/je
FAX [214] 350 0019
GROUP