Stonemeade-LR 930226^ MAXIM 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
02/26/93 Sample Date
01/2
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
n SSDuatch
MATERIALS
O'T`HER DATA
D Source/ Wtsi
Mix No.:
806
Concrete Supplier: Red Mix, Plant 1
Cement:
Ticket No.: 14288
Truck No.:
143
Fly Ash:
Time Batched: 12:10 pm Sampled:
1:40 pm
Coarse Aggregate:
Temperature (°F) Ambient: 65
Concrete:
73
Fine Aggregate:
Weather Conditions: Clou dy
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
a
3600/28
23
7
02/03/93
145300
5140
a
24
28
02/24/93
185900
6576
a
25
28
02/24/93
182400
6452
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
I I.Lopez
Slump ASTM C -143
ASTM C -39
P. Nichols
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 test Sdaon d
doe not necessarily represent identical or similar samples.
MATM � 2)ry one,
MAXIM ENGINEERS, INC.
Gnninmrirvt A ryl Frwirenmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
( 214) 247 -7575 a F AX (214) 4845804
CONCRETE CYLINDER. TEST REPORT
Report Date
02/26/93 Sample Date
01/28/93
Area 8.27 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
MATER IALS Source, Design SSD Batch
O-�R DATA
Description Wts. (LbsJCu.Yd.)
Mix No.:
806
Concrete Supplier: Redi Mix, Plant 1
Cement:
Ticket No.: 14350
Truck No.:
143
Fly Ash:
Time Batched: 12 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.Sd ✓days
(Days)
SMC 26
7
02/04/93
2
151600
5362
3600/28
7
02/04/93
149900
5302
a
27
28
02/25/93
170000
6013
a
28
29
28
02/25/93
175100
6194
a
Test Method
ASTM C -39
Cylinders Made By
B. Standlee
Cylinders Tested By
I. Lopez
Curing ASTM C -31
Slump ASTM C -143
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 . plies only-to the sample tested and
S
does not necessarily represent identical or similar samples. / %f
WkM ENGUCEERS. Wr—