Stonemeade-LR 930503rr>=xim
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/03/93 Sample Date
04/13/93
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 - Crosstimbers, station 1 +00
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: 10 am sampled:
10:10 am
Coarse Aggregate:
Temperature ( °F) Ambient:
72
Concrete:
76
Fine Aggregate:
Weather Conditions:
Overcast
Water
Added: 0 gallons Batched:
Entrained Air Content (%): 4.7%
Admixtures: Air entrained agent
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Comprehensive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMP 29
7
04/20/93
2
122700
4340
a
3000/28
30
7
04/20/93
120000
4245
a
31
28
05/11/93
32
28
05/11/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
R. Pleasant
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.
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. / j ,� "f 03023
MAMM MGMERS, RIG
MAXIM ENGINEERS, INC. 2342 Fabens a P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Co nsultants (214) 247 -7575 • FAX (214) 484-5804
CONCRETE
CYLINDER TEST REPORT
Report Date
05/03/93 Sample Date
04/13/93
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 - Brushy Creek, station 1 +50
MATE R IAL S Source Des
11/11" (Lbs./ BCu.Yd.)
OTHER DATA
Descripti (Lbs. /Yd.)
on Wts.
Mix No.:
N/A
Concrete Supplier:
On -site
Cement:
Ticket No -: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: 7:30 am Sampled:
7:45 am
Coarse Aggregate:
Temperature ( °F) Ambient: 66
Concrete:
68
Fine Aggregate:
Weather Conditions:
Cloudy
Water Added: 0 gallons Batched:
Entrained Air Content
(%): 4.7%
Admixtures: Air
entrained agent
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Comprehensive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMP 21
7
04/20/93
2 1/2
125000
4422
3000/28
22
7
04/20/93
126900
4489
23
28
05/11/93
24
28
05/11/93
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 receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. "; / /, 1 03024
MA)am BIG N EERS, WC