Park West CC(1)-LR 951019REPORT NO.:
PROJECT:
LOCAllON:
47
reed engineering
GEOTECHNICAL CONSULTANTS
Park West Commerce Center
Paving - 48'S, 35'W of SE building
corner
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/12/95
4000 PSI
60/300 yds
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY:
BY ORDER OF:
10 / 19 / 95OBDER .UMBER:
B. Lucas
Client
ffi x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 80. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW101201
88,600
7
3130
LABORATORY NUMBER
PW101202
28
PW101203
28
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 6 6 eF
DAYS, LABORATORY FROM
.ix 8 8
TRANSPORTED
BY
/ 95
AIR CONTENT
Reed
SLUMP 5 . 0 0
INCHES
nME OF 8AMPLE: 0 8: 15 A~U~.
PICK-UP CHARGE:
v~
NO
SOURCE OF CO.CRETE: TX I
.,x COOE: 9643
TICKET NO.: 471261
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
UNIT WEIGHT
YIELD
PCF
CF/CY
DISTRIB~,~: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDeme
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
TEST METHODS: ASTM C31, C39, C143. C173, C192, C231. ORC1064
PAGE 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350-0019
reed engineering
CONCRETE COMPRESSION TEST REPORT
47 2166.2
JOB NO.:
Paving - 60'N, 40'E of SE building
corner
REPORT NC).:
Park West Commerce Center
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers
REPORTED TO:
DATE:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
10 / 19 / 95ORDEn NUMBER:
10/12/95
4000 PSI
170/300 yds
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 ~Q. IN.
FIELD NUMBER: PW101204
MAXIMUM LOAD, LBS: 106, 000
7
AGE WHEN TESTED, DAYS:
3750
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
PW101205
28
PW101206
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 10: 35
SO~IRCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
1 OAYS, ~.O~TO.Y mOM
79 .F M,X 90
AM/I~I~,
TRANSPORTED
BY
10 / 13 / 95
*F, AIR CONTENT e/e,
v,x coDE: 9643
Reed
SLUMP 7 . 0 0 INCHES
PICK-UP CHARGE: Y~ NO
TICKET NO.: 4 7 14 8 0
UNIT WEIGHT PCF
YIELD CF/CY
Dave VanD~
DISTRIBUTION: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr.
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
SIGNED
TESTMETHOOS: ASTM C31. C39. C143. C 173. C 192. C231. ORC1064
2 2
PAGF OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019