Stonemeade-LR 930517MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7 575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/17/93 Sample Date
04/13/93
Standard 6" X 12"
Area 2 inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement paving - Brushy Creek, station 1 +50
Design SSD Batch
MATERIALS
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: 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
(ASTM C -231)
Specimen Number
A g e
Date Tested
Slump In.
Total Load Lbs.
Comprehensive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.L /days
(Days)
SMP 21
7
04/20/93
2 1/2
125000
4422
a
3000/28
22
7
04/20/93
126900
4489
23
28
05/11/93
154200
5454
24
28
05/11/93
150300
5316
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 reportappliesonly
to the sample tested, and
��jj� ijg epresentidentical
or similar samples.
03024
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Fngineering and Environmental Consultants (214) 247 -7575 • FAX ( 214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/17/93 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. /clays
(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
153800
5440
28
28
05/11/93
156300
5528
a
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
I LLopez
Slump ASTM C -143
ASTM C -39
R. Pleasant
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
1V(AXI �ri+��epresentidentical or similar samples. (v� 03022
MAX04 ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
R and Fnvironmental C'onm111tants (214) 247 -7575 • FAX (214) 484 -5804
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 trust receiveour prior written consent. This report applies only to the sample tested, and
e ��i+� or similar samples. C 03023
CONCRETE CYLINDER TEST REPORT
Report Date
05/17/93 Sample Date
Q4/13/93
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 s ource Design SSD Batch
OTHER DATA
Descriptis on W.. (Lbs. /CaYd.)
Mix No.:
N/A
Concrete Supplier:
On-site
Cement:
Ticket No.: N /A
Truck No.:
N /A
Ely Ash:
Time Batched: 10:00 am Sampled:
10:10 am
Coarse Aggregate:
Temperature ( °F) Ambient:
72 0 F
Concrete:
0
76 F
Fine Aggregate:
Weather Conditions:
Overcast
Water
Added: 0 gallons Batched:
Entrained Air Content
(%): 4.7%
Admixtures: Air entrained
(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
F
3000/28
30
7
04/20/93
120000
4245
31
28
05/11/93
162700
5754
L
32
28
05/11/93
164600
5822
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 trust receiveour prior written consent. This report applies only to the sample tested, and
e ��i+� or similar samples. C 03023
MAXB4 ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
RnainPPring and Environmental Consultants (21 247 -7575 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/17/93 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 Source Design Batch
OTHER DATA
Descript Wts. (Lb s. /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
(66): 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
3000/28
34
7
04/20/93
103200
3651
35
28
05/11/93
127600
4513
a
40
28
05/11/93
124300
4396
a
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
ri��Ltepresentidentical or similar samples. / �'� 03021
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
F.nvineerinQ and Environmental Consultants (214) 247 -757 • FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/17/93 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 - Flintshire, station 3 +50
MATERIALS Source/ Design SSD Batch
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 Asti:
Time Batched: 12:45 pm Sampled:
12:50 pm
Coarse Aggregate:
Temperature ( °F) Ambient:
71 °F
Concrete:
76 0 F
Fine Aggregate:
Weather Conditions:
Overcast
Water
Added: 0 gallons Batched:
Entrained Air Content
(%): 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
143400
5072
a
40
28
05/11/93
143700
5082
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
I I.Lopez
Slump ASTM C -143
ASTM C -39
R. Pleasant
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. l'he use of our company name must receive our prior written consent. This report applies only to the sample tested, and
ka'U%e6g. ffikeepresentidentical or similar samples. /-Q--II 03020
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 0 FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/17/93 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
Ag
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
2 1/4
117200
4146
El
3000/28
42
7
04/20/93
119700
4234
43
28
05/11/93
140900
4983
44
28
05/11/93
137800
4874
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
R. Pleasant
I 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.
"phis report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This reportapplies only to the sample tested. anti
does not necessarily represent identical or similar samples. 03019
MAXIM PN6.11 1-M, INC
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
05/17/93 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
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: 2:30 pm Sampled:
N/A
Coarse Aggregate:
Temperature ( Ambient:
72 0 1' 1
Concrete:
77 o i'
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
2 3/4
108400
3834
a
3000/28
46
7
04/20/93
106800
3778
47
28
05/11/93
143700
5082
48
28
05/11/93
140000
4951
a
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
R. Pleasant
1 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.
'Chis report is for the sole use of the client addressed. The use of our company narne must receiveour prior written consent. This reportapplies only to the sample tested, and
does not necessarily representidentical or similar samples. 03018
MAXIM MUNUM, INC 7