Park West CC(1)-LR 950720REPORT HO.:
PROJECT:
LOCATION:
6
JOB NO.:
Park West Commerce Center
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPOFIT
2166.2
DATE CAST:
SPECIFICATION:
Floor slab - 50'S, 10'E of NW building
c o rne r OUANTR~ REPRESENTED.'
06/22/95
3000 PSI
60/390 yds
ARCHn'ECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY:
07 / 20 / 95 BY ORDE, OF:
06/29/95
ORDER NUMBER:
B. Lucas
Client
(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:
PC062201
99,500
7
3520
Does comply with
LABORATORY NUMBER
PC062202
120,000
28
4240
4250
Specification
PC062203
120,300
28
4250
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 7 5
TIME OF 8AMPLE: 0 6: 3 0
80URCE OF CONCRETE: TXI
DAYS, LABORATORY FROM
MIX 8 7
AM/~0
TRANSPORTED
BY
06 / 23 / 95
CF. AIR CONTENT
Reed
SLUMP
6.00
PICK-UP CHARGE:
MIX CODE: 3 9
TICKET NO.: 405106
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
iTR'BUnoN: (1) Marc Myers Company/Mr. Richard Crow
) McFadden & Miller Construction/Mr. Dave VanDemee:
(1) Comerica Bank/Mr. Alan Williams
TEST METHODS:
2424 S'TUTZ DRIVE · SUITE 400
SIGNED
ASTM C31, C39, C143, C173, C192, C231, ORC1064 PAGEI
2
· DALLY, TEXt75235 · 214/350-5600 · (FAX)214/350-O019
6 2166.2
REPORT NO.: JOB NO.:
Park WeSt Commerce Center
Floor slab - 445'S, 20'E of NW
LOCA~ON: building corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIRCATION:
QUANTITY REPRESENTED:
06/22/95
3000 PSI
250/390 yds
ARCHrTECT/ENGINEER:
McFadden & Miller
Marc Myers
REPORTED TO:
DATE:
SAM~EDBY: B. Lucas
07/20/95 BY~ROF:
06/29/95
OR~R NUMBER:
Client
(8 x 12 INCH) NOMINAL CYUNDER SIZE: AREA.28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PC062204
PC062205
132,000
28
4670
MAXIMUM LOAD. LBS: 101,5 0 0
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
7
3590
4720
~PE BREAK: CONICAL (U.N.O.)
,EM~KS: Does comply with Specification
PC062206
135,000
28
4770
METHOD OF CURING: FIELD 1 DAYS. ~BORATORY FROM 06 / 23 / 95 TRANSPORTED BY
TEMPERATURE: AMBIENT 8 5 'F MIX 9 1 'F, AIR CONTENT ~,
Reed
SLUMP 6.50
INCHES
TIME OF 8AMPLE: 10: 0 4
SOURCE OF CONCRETE: TXI
M,X CODE: 39
PICK-UP CHARGE: Y~ NO
TICKET NO.: 405424
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,Sm,B~ON: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr Dave VanDeme(~..
(1) Comerica Bank/Mr. Alan Williams ~- -.
SIGNED
TEST METHODS: ASTM C31, C39, C143. C 173, C192, C231, ORC1064
2 2
PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · {FAX) 214/350-0019