Stonemeade-LR 930501MAXIM 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
05/01/93 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 6 +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: 8:40 am
Sampled:
8:45 am
Coarse Aggregate:
Temperature ( °F) Ambient:
67
Concrete:
68
Fine Aggregate:
Weather Conditions:
Cloudy
Water
Added: 0 gallons Batched:
Entrained Air Content
(%): 4.7%
Admixtures: Air entrained air
(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 25
7
04/20/93
23/4
130500
4616
3000/28
26
7
04/20/93
126000
4457
a
27
28
05/11/93
28
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. 03022
MAXM EW;U ffS. W_
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
05/01/93 Sample Date
04/13/93
Standard 6" X 12"
Area 28.27
Square inches
To
Centex Real Estate
Project #
0393000701
Protect
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement paving - Flintshire, station 3+50
MATE TAL Source/ Design SSD Bath
OTHER DATA
Description Wis. (Lbs. /Cu.Yd.)
Mix No.:
N/A
Concrete Supplier:
On -site
Cement:
Ticket No.: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: 12:45 pm
Sampled:
12:50 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 71
Concrete:
76
Fine Aggregate:
Weather Conditions:
Overcast
Water
Added: 0 gallons Batched:
Entrained Air Content (4b): 4.6%
Admixtures: Air entrained air
(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 37
7
04/20/93
2
119300
4220
3000/28
38
7
04/20/93
122000
4316
a
39
28
05/11/93
40
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. , / 1_/ /1 03020
MAXIM ENGROERS, INC.
MAXIM ENGINEERS, INC.
Fnaineerino and Environmental Consultants
2342 Fabens 0 P.O. Box 59902 • Dallas, TX 75229
(214 247 -757 0 FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
Report Date
05/01/93 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 - Garden Grove, station 2 +50
MATERIALS
OTHER DATA
Descript on 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: 11:30 am Sampled:
11 :35 am
Coarse Aggregate:
Temperature ( °F) Ambient: 72
Concrete:
76
Fine Aggregate:
Weather Conditions:
Overcast
Water
Added: 0 gallons Batched:
Entrained Air Content (9b): 4.8%
Admixtures: Air entrained air
(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 33
7
04/20/93
23/4
106500
3767
E
3000/28
34
7
04/20/93
103200
3651
35
28
05/11/93
40
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. 03021
MA)am rwmants. Dw- ' 6a3yi
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
P
/ P
05 01/93 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 - Stonemeade Way, station 3 +50
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: 2:01 pm Sampled:
2:07 pm
Coarse Aggregate:
Temperature ( °F) Ambient 70
Concrete:
75
Fine Aggregate:
Weather Conditions:
Overcast
Water
Added: 0 gallons Batched:
Entrained Air Content (%): 4.5%
Admixtures: Air entrained air
(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 41
7
04/20/93
21/4
117200
4146
3000/28
42
7
04/20/93
119700
4234
43
28
05/11/93
44
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 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. 03019
.e % // i
a 7 ri oo•, i
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
05/01/93 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 - Stonemeade Way, station 0 +50
MATER IALS 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: 2:30 pm Sampled:
N/A
Coarse Aggregate:
Temperature ( °F) Ambient: 72 0 F
Concrete:
77
Fine Aggregate:
Weather Conditions:
Overcast
Water
Added: 0 gallons Batched:
Entrained Air Content
(%): 4.8
Admixtures: Air entrained air
(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 45
7
04/20/93
23/4
108400
3834
3000/28
46
7
04/20/93
106800
3778
47
28
05/11/93
48
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. 03018
/^
MA1�[ rxc�rms. INC-