Stonemeade-LR 930519MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 0 FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date 05/19/93 Sample Date
04/16/93
Standard 6" X 12"
Area 28.27
Square inches
To Centex Real Estate
Project # 0393000701
Project Stonemeade Estates - Paving - Coppell, Texas
Contractor Sinacola
Location of Placement pavement Brow - Brushy Creek Trail and Timber Trail
MATERIALS source/ Design SSD Batch
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.: N/A
Concrete Supplier: On -site
Cement:
Ticket No.: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: 11:00 am Sampled:
11 :45 am
Coarse Aggregate:
pe ( °F ) 78 F
Temperature Ambient: 0
Concrete:
70 F'
Fine Aggregate:
Weather Conditions: Clear and windy
Water Added: 0 gallons Batched:
Entrained Air Content (%): 4.5%
Admixtures: Air entrained agent
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Comprehensive
Type of
Strength Required
(Days)
Strength P.S.I.
Fracture
P.S.I./days
SMP 53
7
04/23/93
41/2
113300
4007
L"'I'd
3000/28
54
7
04/23/93
114000
4032
11
55
28
05/14/93
130700
4623
a
56
28
05/14/93
127600
4513
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
A. Campbell
I. Lopez
Remarks and /or Distribution
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
City of Coppell - Larry Davis
City of Coppell - Garreth D. Campbell Sr.
Phis report is for the sole use of the client addressed. The use of our company name must
does not necessarily represent identical or similar samples.
receive our prior written consent. This reportapplies only
to the sample tested, and
03279
MAXIM F71C.INF77LS, INC
MAXIM ENGINEERS, INC.
2342 Fabens a P.O. Box 59902 • Dallas, TX 75229
Eng i nee ring and Environmental Consultants (214) 247 -7575 0 FAX (214) 484 -5804
CONCRETE
CYLINDER TEST REPORT
Report Date
05/19/93 Sample Date
04/16/93
Standard
6" X 12"
Area 28.27 Square inches
TO
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement
paving - Stonemeade Way, station 1+25
MATERIALS source/ Design SSD Batch
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.) Yd.)
Mix No.:
N/A
Concrete Supplier:
On -Site
Cement:
Ticket No.: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: 8:50 am Sampled:
9:00 am
Coarse Aggregate:
Temperature ( °F) Ambient:
60 °F
Concrete:
62
Fine Aggregate:
Weather Conditions:
Clear
Water Added: 0 gallons Batched:
Entrained Air Content (%): 4.5%
Admixtures: Air
entrained agent
(ASTM C -231)
Specimen Number
Age
Date Tested
Slu np In.
Total Load Lbs.
Comprehensive
Type of
Strength Required
(Days)
Strength P.S.I.
Fracture
P.S.I. /days
SMP 49
7
04/23/93
41/2
109400
3869
F
3000/28
50
7
04/23/93
105700
3738
51
28
05/14/93
130600
4619
52
28
05/14/93
128200
4534
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
R. Pleasant
1. Lopez
Remarks and /or Distribution
/cey
Centex Real Estate Corporation - Derek Earle, P.E.
City of Coppell
- Larry Davis
City of Coppell
- Garreth D. Campbell Sr.
This report is for the sole
use of the client addressed. The use of our company name must
receiveour prior written consent. This reportapplies
only
to the sample tested, and
does not necessarily represent identical or similar samples.
03278
MAXIM MUNITRS, INC_