Freeport NIP(3)-LR 951023 (2)reed engineering
REPORT NO.:
PROJECT:
LOCATION:
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
43 2317.2
JOB NO.:
Craftmade
Leave-out - 2'S, 220'W of NE building
corner
DATE CAST:
SPECIFICATION:
QUAN~TYREPRESENTED:
10/23/95
4000 PSI
20/90 yds
ARCH~E~NGINEER: Gromatzky Dupree and Associates
SAMPLED BY: F. Palmer
CONTRACTOR:
REPORTED TO:
McFadden & Miller, Inc.
M.E.P.C. American Properties
DATE:
BY ORDER OF:
10 / 30 / 95~. ,U,BER:
Client
(6 x 12 INCH) NOMINAL CYUNDER 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:
CM102301
81,000
7
2860
LABORATORY NUMBER
CM102302
CM102303
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
~.E OF S~PLE: 08: 20
SOURCE OF CO.CRrrE: TX I
DAYS, LABORATORY FROM
1
63 'F "~ 81
10 / 24 / 95 TRANSPORTED BY Re ed
AIR CONTENT ~. SLUMP 6.5 0
PICK-UP CHARGE: YI~
CODE: 39 TICKET NO.: 477677
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
Holstru~~
DISTRIBUte: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller, Inc./Mr. Jon Jacobson
(1) Gromatzky Dupree and Associates/Mr. Scott McCra
(1) Eckland Consultants, Inc./Mr. Jerry
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis 1 1
TEETMETHCOS: ASTM C31, C~, C1~ C1~, C192, C~t, ORCI~ PAGF ~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019