Stonemeade-LR 930123MAXIM 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
Dist ributi o
Report Date 01/23/93 Sample Date 01/14/93
Standard 6" X 12"
Area 28.27 Square inches
To Centex Real Estate
Project # 0392002035
Project Stonemeade Estates Utilities - Coppell, Texas
Contractor C. W. Young
Location of Placement Sanitary sewer manhole, station 0 +00, line A
i
OTHER DATA
ivu �`l' „ 'S De n Wts Design Lbs./Cu.Yd.)
Mix No.:
Concrete Supplier:
Cement:
Ticket No.:
Truck No.:
Fly Ash:
Time Batched:
Sampled:
Coarse Aggregate:
Temperature ( °F) Ambient: O F
Concrete: o f
Fine Aggregate:
Weather Conditions:
Water Added: gallons Batched:
Entrained Air Content (%):
Admixtures:
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Compressive
Type of
Strength Required
(Days)
Strength P.S.I.
Fracture
P.S.I. /days
SMC 1
7
01/21/93
n/a
133000
4705
4000/28
2
28
02/11/93
3
28
02/11/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
Contractor
I. Lopez
Remarks and/or Distribution
All information except test data furnished by contractor and assumed to be correct.
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
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.
SM005
MA DAI F7 GDMMMS, DIC
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultants (214) 247 -7575 • FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
CORRECTED COPY
(3/3/93)
Distribution
Report Date
01/23/93 Sample Date
01/15/93
Standard
6" X 12"
Area 28.27 Square inches
To
Centex Real Estate
Project #
Project
Stonemeade Estates Uti ' es - Coppell,
Texas
° 5
• .
4.
contractor
C. W. Youn
Location of Placement Sanitary sewer manhole, station 1+93 of line A -
MATERIALS S°'�Ce/ Design SSD Batch
OTHER DATA
Description Wts. (Lbs. /Cu.Yd.)
Mix No.:
Concrete Supplier:
Cement:
Ticket No.:
Truck No.:
Fly Ash:
Time Batched:
Sampled:
Coarse Aggregate:
Temperature ( °F) Ambient: OF
Concrete:
of
Fine Aggregate:
Weather Conditions:
Water
Added: gallons Batched:
Entrained Air Content (%):
Admixtures:
(ASTM C -231)
Specimen Number
Age
Date Tested
Slump In.
Total Load Lbs.
Compressive
Type of
Strength Required
(Days)
Strength P.S.I.
Fracture
P.S.I./days
SMC 4
7
01/22/93
n/a
160200
5667
4000/28
5
28
02/12/93
6
28
02/12/93
Curing ASTM C -31
Test Method
Cylinders Made By
Cylinders Tested By
Slump ASTM C -143
ASTM C -39
Contractor
I. Lopez
Remarks and/or Distribution
All information except test data furnished by contractor and assumed to be correct.
/br
Centex Real Estate Corporation - Derek Earle, P.E.
C. W. Young
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 ample tested, and
"M VA or similar samples. SM006