Park West CC(1)-LR 951025 50 2166.2
REPORT NO.: ,JOB NO.:
Park West Commerce Center
PROJECT:
paving - 100'N, 40'W of SW building
LOC*~ON: corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/18/95
4000 PSI
40/290 yds
ARCHITECT/ENGINEER:
SAMPLED aY: B. Lucas
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF: Client
10 / 25 / 9 SONDER NUMBER:
(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:
TYP~: BREAK: CONICAL [U.N.O.)
REMARKS:
PW101801
106,500
7
3770
LA~RATORY NUMBER
PW101802
28
PW101803
28
METHOD OF CURING: FIELD
I DAYS, LABORATORY FROM 10 / 19 / 95
TRANSPORTED BY
Reed
TEMPERATURE: AMBIENT 5 9
M,X 80 .F.
AIR CONTENT
%, SLUMP 8°00 INCHES
PICK-UP CHARGE: Y~I~ NO
TIME OF SAMPLE: 08: 30 AM~,
8OURCE OF CONCRETE: TX I
MIX COOE: 9643
TICKET NO.: 474911
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~I-I:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
~STRISU~ON: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDemee
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~Mr. Larry Davis 1
TESTMSTHODG: A~M C31. C39. C143. C173, C192. C~I, ORCl~ PAGF
OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
REPORT HO.:
PROJECT:
LOCATION:
5 0 JOB NO.:
Park West Commerce Center
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
DATE CAST:
SPECIFICATION:
Paving - 40'S, 10'W of SW building
c o rne r OUANTII~ REPRESENTED:
10/18/95
4000 PSI
120/290 yds
ARCHITECT/ENGINEER:
~AMPLED BY: B. Lucas
~OR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
10 / 25 / 95ORDEa NUMSER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN,
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW101804
115,100
7
4070
LABORATORY NUMBER
PW101805
28
PW101806
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF 8AMPLE: 10: 5 0
~OURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
Reed
e/o. ~LUMP 5 o 5 0 INCHES
PICK-UP CHARGE: Y~ NO
TICKET NO.: 475103
UNIT WEIGHT PCF
DAYS. LABORATORY FROM
1
75 'F M,X 86
10/19/95
*F, AIR CONTENT
M,X CCOE: 9643
YIELD CF/CY
msTR,su~loN: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis 2
TEST METHODS: AS*TM C 31. C 39, C 143, C 173, C 192. C 231, OR C 1064 PAGE 2 OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504X)19