Park West CC(1)-LR 950721REPORT NO.:
PROJECT:
LOCA~ON: corner
reed engineering
GEOTECHNIC. AL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.:
Park West Commerce Center
Floor slab - 5'S, 5'W of NE buildin9
06/23/95
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
3000 PSI
10/360 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
,~'~d~EDBY: R. Thompson
07/21/95 BY~DEROF:
06/30/95
ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.2~ SQ. IN.
LABORATORY NUMBER
FIELD NUMBER:
PC062301
PC062302 PC062303
140,000 143,000
28 28
4950 5060
123,600
MAXIMUM LOAD. LBS:
7
AGE WHEN TESTED, DAYS: .
4370
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
5010
TYPE BREAK: ODNICAL (U.N.O.)
REMARKS: Does comply with Specification
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 06: 15
BOURCE OF ~NCR~E: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
1 DAYS. ~SORATORY FROM 06 / 24 / 95 TRANSPORTED BY Reed
72 'F M~X 78 'F, AIR CONTENT ~o. SLUMP 5. 75 INCHES
AM/I~. PiCK-UP CHARGE: Y~ NO
MIX CODE: 39 TICKET NO.: 406022
UNIT WEIGHT
YIELD
PCF
CF/CY
mmmx~: (1) Marc Myers Company/Mr..Richard Crow
1) McFadden & Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
SIGNED
1 2
TEST METHODS: AS*TM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STU*TZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
7
JOB NO.:
Park West Commerce Center
reed engineering
T'
GEOTECHNICAL CONSULTANTS
Floor slab - 290'S, 10'W of NE
buildin9 corner
CONCRETE COMPRESSION TEST REPORT
2166.2
DATE CAST:
SPECII~?,ATION:
QUANTITY REPRESENTED.'
06/23/95
3000 PSI
220/360 yds
ARCHITECT/ENGINEER:
8AMPLED BY: a. Thompson
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
07/21/95 BY ORDER O~:
06/30/95
ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PC062304
PC062305
95,700 132,500
7 28
3380 4690
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
4640
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
PC062306
129,500
28
4580
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
nME OF~MPLE: 09:35
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
i DAYS. LABORATORY FROM
8 3 ' 'F M~X 8 7
TRANSPORTED
BY
/ 95
AIR CONTENT %.
M,X CODE: 39
Reed
SLUMP 5.2 5 INCHES
PICK.UP CHARGE: Y~ NO
TICKET NO.: 4 0 6 2 9 9
UNIT WEIGI'IT PCF
YIELD CF/CY
mSm,BU~O~: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDeme~
(1) Comerica Bank/Mr. Alan Williams
SIGNED
TEST METHODS: ASTM C 3,. C 39. C 143. C 173. C 192. C 231. OR C 1064 PAGI--' 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019