Stonemeade-LR 930512MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 484 -5804
rnmruiRTv rv1_1NnFR TEST REPORT
V %.. V V i W X L - - --- . - -- - - -_
- - - - -
Report Date
05/12/93
Sample Date
04/12/93
Area d 28.27 ^ Square inches
TO
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Mario Sinacola
Location of Placement
paving - Crooked Tree, station 4 +25
MATERIALS
AR 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:
8:55 am
Coarse Aggregate:
Temperature ( °F) Ambient:
68 O F
Concrete:
72 0 F
Fine Aggregate:
Weather Conditions:
Cloudy
Water
Added: 0 gallons
Batched:
Entrained Air Content (%): 4.4%
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 1
7
04 -19 -93
41/2
117800
4167
3000/28
2
7
04 -19 -93
115700
4093
3
28
05 -10 -93
133700
4729
4
28
05 -10 -93
138400
4896
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
1
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. 02971
MAXIM ENGINEERS. INC
MAXIM ENGINEERS, INC.
Fnninearinn and Fnvironmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -757 * FAX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/12/93 Sample Date
04/12/93
Area d 28.27 „ Square inches
TO
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement
paving - Crooked Tree
MATERIALS Source/ Design SSD Bath
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.:
N/A
Concrete Supplier:
On - site - Sinacola
Cement
Ticket No.: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: 10:20 am Sampled:
10:35 am
Coarse Aggregate:
Temperature ( °F) Ambient 70 ° F
Concrete:
74 ° F
Fine Aggregate:
Weather Conditions:
Cloudy
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
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMP 5
7
04 -19 -93
3
118700
4199
3000/28
6
7
04 -19 -93
121000
4280
a
7
28
05 -10 -93
151500
5359
a
8
28
05 -10 -93
149700
5295
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
1
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. 02970
MAXIM ENGINEERS, INC.
Fnninaarinn 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
05/12/93 Sample Date
04/12/93
A Stanard rea d 2g 27 Square inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement
paving - Rustic Meadow Road, station
9 +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: 12:20 pm Sampled:
12:35 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 73
Concrete:
76 °F
Fine Aggregate:
Weather Conditions:
Cloudy
Water
Added: 0 gallons Batched:
Entrained Air Content (46): 4.5%
Admixtures: Air entrained agent
(ASTM C -231)
Specimen Number
Age
Date Tested
Slum In.
P
Total Load Lbs.
Comprehensive
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I./days
(Days)
SMP 9
7
04 -19 -93
21/2
112800
3990
3000/28
10
7
04 -19 -93
114700
4057
a
11
28
05 -10 -93
150300
5317
12
28
05 -10 -93
149700
5295
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. 02969
MAX EM ENG[NtII1 tS, INC
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 Dale
05/12/93 Sample Date
04/12/93
Area d 28.27 ^ Square inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement
paving - Hertz Road, station 0 +50
MATER IALS A •T E TATLit11�L S Source/ Design SSD Batch
OTHER DATA
1YlA 1
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: 2:00 pm
Sampled:
2:15 pm
Coarse Aggregate:
Temperature (°F) Ambient: 73
Concrete:
75
Fine Aggregate:
Weather Conditions:
Cloudy
Water
Added: 0 gallons Batched:
Entrained Air Content (%): 4.8%
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 13
7
04 -19 -93
23/4
118700
4199
a
3000/28
14
7
04 -19 -93
116200
4110
15
28
05 -10 -93
147800
5228
16
28
05 -10 -93
144700
5118
a
Curing ASTM C -31
Slump ASTM C -143
Test Method
ASTM C -39
Cylinders Made By
R. Pleasant
Cylinders Tested By
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. 02968
u o ri 5n11 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
05/12/93
Sample Date
04/12/93
Standard ^
Area 28.27 Square inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Sinacola
Location of Placement
paving - Hertz Road, station 3 +75
MATERIALS Source
Design Batch
OTHER DATA
Description
Wts. (Lbs./ s. /Cu.Yd.)
Mix No.:
N/A
Concrete Supplier:
On -site
Cement:
Ticket No.: N/A
Truck No.:
N/A
Fly Ash:
Time Batched: 4:08 pm
Sampled:
4:21 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 72
Concrete:
76
Fine Aggregate:
Weather Conditions:
Cloudy
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
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMP 17
7
04 -19 -93
21/2
111700
3951
3000/28
18
7
04 -19 -93
118700
4199
19
28
05 -10 -93
150000
5306
20
28
05 -10 -93
155400
5497
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. 02967
MAXIM ENCaN ass, nvc
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
05/12/93 Sample Date
04/27/93
Standard 6" X 12"
Area 28.27 Square inches
To
Centex Real Estate
Project #
0393000701
Project
Stonemeade Estates - Paving - Coppell, Texas
Contractor
Mario Sinacola
Location of Placement
paving Alley A, station 2 +80
MATERIALS source Design Batch
OTHER DATA
Description Wts. (Lbs./ s. /Cu.Yd.)
Mix No.:
n/a
Concrete Supplier:
On site Plant
Cement.
Ticket No.:
Truck No.:
Fly Ash:
Time Batched: n/a
Sampled:
9 :30 am
Coarse Aggregate:
Temperature ( °F) Ambient:
0
65
Concrete:
0
79 F
Fine Aggregate:
Weather Conditions:
Clear
Water
Added: n/a gallons Batched:
Entrained Air Content
(%): 4.8%
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)
SMP 77
7
05/04/93
5
101300
3583
3000/28
78
7
05/04/93
104300
3689
79
28
05/25/93
80
28
05/25/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump As "rM C -143
ASTM C -39
T. Pickens
I. Lopez
Remarks and /or Distribution
/bk
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 receiveour prior written consent. This reportapplies only to the sample tested and
does not necessarily representidentical or similar samples. 03624
MAXIM FNUNI.116, INC-