Stonemeade-LR 930525MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247 -7575 • F AX (214) 484 -58o
CONCRETE CYLINDER TEST REPORT
Report Date
05/25/93 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
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: 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
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMP 61
7
04/29/93
1
109700
3880
3000/28
62
7
04/29/93
110000
3891
63
28
05/20/93
145200
5135
a
64
28
05/20/93
137000
4845
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 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 reportapplies only to the sample tested, and
does not necessarily represent identical or similar samples. 0:1490
MAMM ENCINF.PM, INC—
MAXIM ENGINEERS, INC. 2342 Fabens a P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 a FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
Report Date
05/25/93 Sample Date
04/21/93
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
pavement / Intersection
MATER IALS Source/ Design SSD Batch
OAR DATA
Description Wts. (Lbs./Cu.Yd.)
Mix No.:
Concrete Supplier:
On site
Cement:
Ticket No.: ay a
Truck No.:
Fly Ash:
Time Batched: n/a
Sampled:
3:00 pm
Coarse Aggregate:
Temperature ( °F) Ambient: 70
Concrete:
70 O F
Fine Aggregate:
Weather Conditions:
Clear and windy
Water
Added: gallons Batched: AEA
Entrained Air Content (%): 3.2%
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 61
7
04/28/93
7
114700
4057
a
4000/28
62
7
04/28/93
111400
3940
a
63
28
05/19/93
143300
5068
64
28
05/19/93
140000
4951
a
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
/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 receive our prior written consent. This report applies only to the sample tested, and
does not necessarily represent identical or similar samples. o3661
7TE EZE52"N E DICy M i
MAXIM ENGINEERS, INC.
Engineering and Environmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(21 247 -75 • F AX (214) 484 -5804
CONCRETE CYLINDER TEST REPORT
Report Date
05/25/93
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
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: N/A
Sampled:
10:50 am
Coarse Aggregate:
Temperature ( °F) Ambient:
70OF
Concrete:
80OF
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
Strength P.S.I.
Type of
Fracture
Strength Required
P.S.I. /days
(Days)
SMP 65
7
04/29/93
2
133200
4712
3000/28
66
7
04/29/93
132700
4694
67
28
05/20/93
151400
5355
68
28
05/20/93
155200
5489
a
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 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
MAXEM FNGWFFRS, INC