Freeport NIP(3)-LR 951103 (2) 47
REPORT NO.:
Cra f tmade
PROJECT:
Leave-out - 5'S, 30'W of NE building
LOCAT~N: corner
ARCHITECT/ENGINEER: Gromatzky Dupree and Associates
McFadden & Miller, Inc.
CONTRACTOR:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.2
JOB NO.:
M.E.P.C. American Properties
REPORTED TO: DATE:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
11/03/95
4000 PSI
10/90 yds
SAMPLEDBY: F. Palmer
BY ORDER OF: C1 i ent
11/10 / 9 5ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
CMll0301
105,400
7
3730
LABORATORY NUMBER
CMl10302
28
CMl10303
28
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 4 9 *F
DAYS, LABORATORY FROM 11 / 0 4 / 9 5
TRANSPORTED BY
M~X 6 9 °~'
AIR CONTENT
Reed
SLUMP 5.50
TIME OF SAMPLE: 02 : 4 0 A~A'"M,
PICK-UP CHARGE:
Y~
SOURCE OF CONCRETE: TXI
M,X COOE: 3 9
TICKET "O.: 485395
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller, Inc./Mr. Jon Jacobsen
(1) Gromatzky Dupree and Associates/Mr. Scott
(1) Eckland Consultants, Inc./Mr. Jerry Holstru~,a~D
~1) City of Coppell/Mr. Lee Stone
City of Coppell/Mr. Larrv Davis 1
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019