Gateway BP(2.3)-LR020903Location of Sample
Design Information
Source of Concrete 1
Test Results
Cylinder Data
CONCRETE
Parking L
REPORTED TO: Catellus Development Co
4545 Fuller Drive, Suite 105
Irving, Texas 75038
ATTN: Mr. Robert McCann
1 Quantity Represented
Set Number I Location
Paving: 20'N, 120'W of N.W. building corner
Paving: 40'S, 90'W of N.W. building corner
Paving: 95'S, 140'W of N.W. building comer
1
2
3
40/300
120/300
220/300
Mid Cities
Mix Identification
7753
1
Specified Strength p.s.i.
4000
Set
No.
Cylinder
ID
Date Tested
Age
Test
Total Load
lbs.
Compressive
Strength p.s.i.
Average
Strength p.s.i.
1 3155
3155
3155
3155
2 3156
3156
3156
3156
3 3157
3157
3157
3157
09 -10 -02
10 -01 -02
10 -01 -02
Hold
09 -10-02
10 -01 -02
10 -01 -02
Hold
09 -10 -02
10 -01-02
10 -01 -02
Hold
7
28
28
H
7
28
28
H
7
28
28
H
115390
148300
153660
98840
131890
139850
103050
126340
127320
4080
5250
5440
3500
4670
4950
3650
4470
4510
5350
4810
4490
Set
No.
Cylinder
ID
Slump
Time of
Sample
Air Temp.
Concrete
Temp.
Air
Entrainment
Ticket
Number
1
2
3
3155
3156
3157
5.25
5.00
6.50
3:20PM
4:10AM
5:25AM
73
79
78
89
90
89
1.6
3.8
3.5
52158
52163
50402
Mail
Distribution: (1) Catellus Development Corporation/
Mr. Robert McCann
(1) The Wright Group
(1) City of Coppell /Mr. Garth Campbell
YLINDER TEST REPORT
teway One
REPORT NO. 68
REG PROJECT NO. 7227
SAMPLE DATE: 09 -03-02
TECHNICIAN: W. Eberhardt
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/je
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REEa I mrimurimmimirtm
GEOTECHNICAL AND G R O U P
ENVIRONMENTAL CONSULTANTS
Location of Sample
Design Information
Source of Concrete
Mid Cities
Test Results
Cylinder Data
CONCR =TE CYLINDER TEST REPORT
Parking Lo Addition Gateway One
555 Dividen
Coppell, Texas
REPORTED TO: Catellus Development Corporation
4545 Fuller Drive, Suite 105
Irving, Texas 75038
ATTN: Mr. Robert McCann
Quantity Represented
Set Number I Location
Paving: 20'N, 120'W of N.W. building corner
Paving: 40'S, 90'W of N.W. building corner
Paving: 95'S, 140'W of N.W. building corner
1
2
3
40/300
120/300
220/300
Mix Identification
7753
Set
No.
Cylinder
ID
Date Tested
Age
Test
Total Load
lbs.
Compressive
Strength p.s.i.
Average
Strength p.s.i.
1 3155
3155
3155
3155
2 3156
3156
3156
3156
3 3157
3157
3157
3157
09 -10 -02
10 -01 -02
10 -01 -02
Hold
09 -10 -02
10 -01 -02
10 -01 -02
Hold
09 -10 -02
10 -01 -02
10 -01 -02
Hold
7
28
28
H
115390
7 98840
28
28
H
7 103050
28
28
H
4080
3500
3650
Set
No.
Cylinder
ID
Slump
Time of
Sample
Air Temp.
Concrete
Temp.
Air
Entrainment
Ticket
Number
1
2
3
3155
3156
3157
5.25
5.00
6.50
3:20PM
4:10AM
5:25AM
73
79
78
89
90
89
1.6
3.8
3.5
52158
52163
50402
Mail
Distribution: (1) Catellus Development Corporation/
Mr. Robert McCann
(1) The Wright Group
(1) City of Coppell /Mr. Garth Campbell
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 68
REG PROJECT NO. 7227
SAMPLE DATE: 09 -03 -02
TECHNICIAN: W. Eberhardt
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith Atkins
KEA/je
Specified Strength p.s.i.
4000
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
REED Er,c3I r1EERIr7G
GROUP