Stonemeade-LR 930211MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
02/11/93 Sample Date
01/28/93
Standard 6" X 12"
Area 28.27 Square inches
To
Centex Real Estate
Project #
0392002035
Project
Stonemeade Estates - Utilities - Coppell,
Texas
Contractor
C, W. Young
Location of Placement
Manhole line F, station 10 +10
MATERIALS $OLL1ce/ Desi SSD Bath
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.:
806
Concrete Supplier: Redl Mix, Plant 1
Cement:
Ticket No.: 14350
Truck No.:
143
Fly Ash:
Time Batched: 12:42 pm sampled:
1:32 pm
Coarse Aggregate:
Temperature ( °F) Ambient 52
Concrete:
56 °F
Fine Aggregate:
Weather Conditions: Cloudy, overcast
Water
Added: 0 gallons Batched:
Entrained Air Content (%): 2.0
Admixtures:
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Compressive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMC 26
7
02/04/93
2
151600
5362
a
3600/28
27
7
02/04/93
149900
5302
28
28
02/25/93
29
28
02/25/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
B. Standlee
I. Lopez
Remarks and/or Distribution
/br
Centex Real Estate Corporation Derek Earle, P.E.
C. W. Young
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 receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. SM018
MAXIM ENGUtElM. INC 1"1
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MAXIM ENGINEERS, INC. 2342 Fabens a P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT
Report Date
02/11/93 Sample Date
01/27/93
Standard 6" X 12"
Area 28.27 Square inches
To
Centex Real Estate
Project #
0392002035
Project
Stonemeade Estates - Utilities - Coppell, Texas
Contractor
C. W. Young
Location of Placement Manhole line F, station 6+13
t► R /� 'Tl�n 7 /� T �+ l:.MALS Source/ Design SSD Batch
1V1I11
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.:
806
Concrete Supplier: Redl Mix, Plant 1
Cement:
Ticket No.: 14288
Truck No.:
143
Fly Ash:
Time Batched: 12 pm
Sampled:
1 :40 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 65
Concrete:
73
Fine Aggregate:
Weather Conditions: Cloudy
Water
Added: 5 gallons Batched:
Entrained Air Content (%): n/a
Admixtures:
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Compressive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMC 22
7
02/03/93
2
144700
5119
3600/28
23
7
02/03/93
145300
5140
24
28
02/24/93
25
28
02/24/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
P. Nichols
I. Lopez
Remarks and /or Distribution
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
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 receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. SMQ1_7
t
MAXIM FNGLtd[Y7tS, INC � �• \. •, ,I. � � I