Park West CC(1)-LR 950814REPORT NO.:
PROJECT:
LOCATION:
20
Park West Commerce
Floor slab - 645'S,
building corner
reed engineering
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.:
Center
100'W of NE
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/17/95
3000 PSI
70/460 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRA~OR:
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY:
08/14/95 BY ORDER OF:
07/24/95
· 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, PSh
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply
PW071701
86,600
7
3060
with
LABORATORY NUMBER
PW071702
120,000
28
4240
PW0701703
118,500
28
4190
4220
Specification
METHOD OF CURING: FIELD 1
TEMPERATURE: AMBIENT 7 7
nME OF SAMPLE: 06: 35
SOURCE OF CONCRETE: TXI
DAYS. LABORATORy FROM
· F M,X 87
TRANSPORTED
BY
07 / 18 / 95
"F, AIR CONTENT %,
CODE: 39
Reed
S,UMP 4.50 ,.C.ES
PICK-UP CHARGE: Y[~ NO
TICKET NO.: 418823
FINE AGGREGATE:
COAR,gE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
,sm,s~: (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, C 143, C173. C192, C231, ORC 1064
1
PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
2
REPORT NO.:
20
JOB NO.:
Park West Commerce Center
PROJECT:
LOC*~ON: building corner
reed engineering
GEOTECHNICAL CONSULTANTS
Floor slab - 350'N, 100'W of SE
CONCRETE COMPRESSION TEST REPORT
2166.2
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
07/17/95
3000 PSI
200/460 yds
DATE:
08/14/95
07/24/95
SAMPLED BY: B. Lucas
Client
BY ORDER OF:
ORDER NUMBER:
(6 x 12 INCH) NOMINAl. CYLINDER SIZE: AREA-28.26 SQ, IN.
LABORATORY NUMBER
REID NUMBER: PW 071704 PW 071705
89,500 117,000
MAXIMUM LOAD, LBS:
7 28
AGE WHEN TESTED, DAYS:
3170 4140
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
PW071706
120,000
28
TYPESR~K:CONICAL(U.N.O.)
REMARKS: Does comply with Specification
4240
4190
METHOD OF CURING: FIELD
1 DAYS. LASORATORYFROM 07/18/95
TRANSPORTED BY
TEMPERATURE: AMBIENT 8 0 'F
MIX 90 'F,
AIR CONTENT
Reed
SLUMP 5.00 INCHES
11ME OF SAMPLE: 08: 05
SOURCE OF CONCRETE: TXI
MIX COOE:
39
PICK-UP CHARGE: Y~;
nC~ET NO.: 418937
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
(1) McFadden & Miller Construction/Mr. Dave
VanDem~~
D,STRIBUnOR: (1) Marc Myers Company/Mr. Richard Crow
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
SIGNED
TEST METHODS: ASTM C31. C39, C143. C173, C 192, C231, ORC 1064
2 2
PAO~ OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019