Park West CC(1)-LR 950724REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
8 2166.2
JOB NO.: DATE CAST:
Park West Commerce Center
SPECIFICATION:
Floor slab - 45'S, 45'E of NW building
c o rne r QUANTITY REPRESENTED:
06/26/95
3000 PSI
40/440 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY:
BY ORDER ~:
07/24/95
07/03/95
OR~R NUMBER:
R. Thompson
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:
PC062601
78,000
7
2760
Does comply with
LABORATORY NUMBER
PC062602
110,000
28
3890
PC062603
109,000
28
3860
Specification
3880
METHOD OF CURING:
TEMPERATURE:
TIME OF SAMPLE:
~OURCE OF CONCRETE:
FIELD
1
AMBIENT 7 8
06:30
TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM
'F M,X 82
06/27/95
CF, AIR CONTENT
M,X CODE: 3 9
TRANSPORTED BY
Reed
e/e. SLUMP 5 · 5 0 INCHES
PICK-UP CHARGE: YI~ NO
TICKET NO.: 406982
UNIT WEIGHT PCF
YIELD CF,ICY
D,S~,BU~ON: (1) Marc Myers Company/Mr. Richard Crow J/_..
(1) McFadden & Miller Construction/Mr. Dave VanDE
(1) Comerica Bank/Mr. Alan Williams
SIGNED
I 2
TEST METHODS: AS'lid C31, C39, C 143, C 173. C 192. C 231. OR C 1064 PAOF ~
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
8 2166.2
REPORT NO.: QB NO.:
Park West Commerce Center
PROJECT:
Floor slab - 220'S, 60'E of NW
LOCA~N: building corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
06/26/95
3000 PSI
210/440 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
07/24/95
07/03/95
SAMPLED BY: B. Lucas
BY ORDER OF: C1 lent
ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: [~C062604
PC062605
94,000 121,000
7 28
3320 4280
MAXIMUM LOAD, LBS:
AGE WHEN TESTED. DAYS:
COMPRESSIVE STRENGTH, PSt:
AVERAGE STRENGTH, PSt:
PC062606
118,000
28
4170
~PE BREAK: CONICAL (U.N.O.)
REMANKS: Does comply with Specification
4230
METHOD OF CURING: FIELD
1 DAYS, LABORATORY FROM 06 / 27 / 95
TRANSPORTED BY
Reed
TEMPERATURE: AMBIENT 80
M,X 87 'F.
AIR CONTENT
~, SLUMP 6. 5 0 INCHES
PICK-UP CHARGE: Y~ NO
TIME OF SAMPLE: 09: 50 ^,.vD.
~OURCE OF CONCRETE: TXI
M,XCODE: 39
TICKET NO.: 407187
FINE AGGREGATE:
COARSE AOGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
asm,au~: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDemee'.
(1) Comerica Bank/Mr. Alan Williams
SIGNED
TEST METHODS: ASTM C31. 039. C 143. C173. C192. C231. OR0 1064
2 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019