Stonemeade-LR 930427MAXIM 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 Sample Date
04/27/93
04/12/93
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 - Crooked Tree, station 4 +25
MATERIALS Source/ Design SSD Batch
OAR 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
Concrete: 72 °F
Fine Aggregate:
Weather Conditions:
Cloudy
Water Added: 0 gallons Batched:
Entrained Air Content (%): 4.4%
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 1
7
04 -19 -93
41/2
117800
4167
a
3000/28
2
7
04 -19 -93
115700
4093
3 1 28 1 05 -10 -93
4 1 28 1 05 -10 -93
Curing ASTM C -31 Test Method Cylinders Made By
Slump ASTM C -143 ASTM C -39 R. Pl easant
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.
Cylinders Tested By
I. Lopez
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.
UAMM EWME7RS" 94C
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 04/27/93 Sample Date 04/12/93 Aread M Stanard
28.27 Square inches
To Centex Real Estate
Project # 0393000701
Project Stonemeade Estates - Paving - Coppell, Texas
Contractor Sinacola
I....n t;n of Dl--t
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.
UU Mt ENGER ER.S. UIG
MATERIALS Source/
Design SSD Batch
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
7
28
05 -10 -93
8
28
05 -10 -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.
UU Mt ENGER ER.S. UIG
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 Sample Date 04/12/93 Standard 6" X 12"
04/27/93 Area 28.27 Square inches
To Centex Real Estate
Project # 0393000701
Project Stonemeade Estates - Paving - Coppell, Texas
Contractor Sinacola
i_rinn of Pl.l ment nn .;"" lDiictil- 1\/fPalir w Rnafi ctntinn 9 +00
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
MAXIM ENG04EMS. DW—
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: 12:20 pm sampled:
12:35 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 73
Concrete:
76 0 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
Abe
Date Tested
Stump In.
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
a
3000/28
10
7
04 -19 -93
114700
4057
11
28
05 -10 -93
12
28
05 -10 -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. / 02969
MAXIM ENG04EMS. DW—
MAXIM ENGINEERS, INC.
C.. 1-rinn and Environmental Consultants
2342 Fabens * P.O. Box 59902 • Dallas, TX 75229
(214) 2 47 -7575 • FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
Report Date
04/27/93 Sample Date
04/12/93
Area 27 Square inches
T
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 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: 4:08 pm
Sampled:
4:21 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 72
Concrete:
76 °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 !n.
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
20
28
05 -10 -93
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
does not necessarily represent identical or similar samples.
only to the sample tested, and
r — 02967
MAXIM ENGR EM. ING