Park West CC(1)-LR 951013reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
4 5 JOB NO.:
Park West Commerce Center
2166.2
Paving - east of building, line 6,
10'E of building
DATE CAST:
SPECIRCATION:
QUANTITY REPRESENTED:
10/06/95
3500 PSI
80/360 yds
ARCHITECT/ENGINEER:
SAMPLED BY: T. Belew
McFadden & Miller
BY ORDER OF: Client
Marc Myers
REPORTED TO:
DATE: 10/13/95ORDER NU.SER:
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
RELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH. PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW100601
98,100
7
3470
LASQRATORY NUMBER
PW100602
PW100603
28 28
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 6 B
~ME OF 8AMPLE: 0 8: 15
SOU.CE O~ CO.C.~E: TX I
DAYS, LABORATORY FROM
· F M,X 76
10/07/95
TRANSPORTED BY
AIR CONTENT
Reed
8LUMP
PICK-UP CHARGE:
INCHES
6.00
NO
MiX COOE: 9643
TICKET NO.: 467358
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(8):
UNIT WEIGHT PCF
YIELD CF/CY
CroW~--e ~
DI~RIBU~N: (1) Marc Myers Company/Mr. Richard
(1) McFadden & Miller Construction/Mr. Dave VanDemee~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
TEST METHODS: ASTNI C 31, C 39, C 143. C 173. C 192, C 231, OR C 1064
P^GE i OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/3504~)019
45
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
coN~CTo.: McFadden & Miller
Marc Myers
REPORTED TO:
reed engineering
Park West Commerce Center
Paving - east side of building, Line
10.5, 20'E of building
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
DATE:
10/06/95
3500 PSI
220/360 yds
SAMPLED BY: T. Belew
BY ORDER OF: Client
10 / 13 / 95ORDER NUMSER:
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28,26 SO. IN.
FIELD NUMBER: PW100604
U~X,MOM LOAD. LBS: 87,200
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
7
3080
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U,N.O.)
REMARKS:
LABORATORY NUMBER
PW100605
28
PW100606
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT 7 0 "F
TIME OF 8AMPLE: 10: 20
~OURCE OF CONCRETE: TX I
DAYS. LABORATORY FROM
i
u~x 76
AMII~.
10/07/95
TRANSPORTED BY
· F, AIR CONTENT
Reed
SLUMP
INCHES
5.00
NO
PICK-UP CHARGE:
MIXCCOE: 9643
TICKET NO.: 467553
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,Sm,SUT,O,: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
SIGNED
TEST METHODS: ASTM C31, C39, C143, C 173, C 192, C231. ORC1064
PAGE 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019