Stonemeade-LR 930507MAXIM 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 05/07/93 Sample Date
04/22/93
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 - Alley D, station 0 +65
ll►/� /�' ER] /� T S Source/ Design SSD Batch
1YlA 1 L,Il1L1LJ
OTHER DATA
Description Wu. (Lbs. /Cu.Yd.)
Mix No.: N/A
Concrete Supplier: On-site
Cement:
Ticket No.: N/A
Truck No -:
N/A
Fly Ash:
Time Batched: N/A
Sampled:
9:30 am
Coarse Aggregate:
Temperature ( °F) Ambient: 52
Concrete:
60
Fine Aggregate:
Weather Conditions: Sunny and
Windy
Water Added: 0 gallons Batched:
Entrained Air Content (%): 3.5
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 61
7
04/29/93
1
109700
3880
F_71
3000/28
62
7
04/29/93
110000
3891
63
28
05/20/93
64
28
05/20/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
A. Campbell
1. Lopez
Remarks and/or Distribution
Unit Weight 148.4
/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.
03490
MA30M ENGUGMIS, INC
maxim
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
05/07/93
Sample Date
04/22/93
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
Alley A2
M 7�/� /f,'j`�'777 /f, T Source/
A 1 Ll ] AL
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: N /A
Sampled:
N/A
Coarse Aggregate:
Temperature ( °F) Ambient: 70 °F
Concrete:
80 °F
Fine Aggregate:
Weather Conditions:
Sunny 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 65
7
04/29/93
2
133200
4712
a
3000/28
66
7
04/29/93
132700
4694
a
67
28
05/20/93
68
28
05/20/93
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
Unit Weight 144.3
/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. 03493
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