Park West CC(1)-LR 951115reed engineering
REPORT NO.:
PROJECT:
LOCATION:
CONCRETE COMPRESSION TEST REPORT
50 2166.2
JOB NO.:
Park West Commerce Center
paving - 100'N, 40'W of SW building
corner
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/18/95
4000 PSI
40/290 yds
ARCHITECT/ENGINEER:
SAMPLED BY: B. Lucas
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
11/15/95
10 / 25 / 9 SONDER NUMBER:
Client
(6 x t2 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PW101801
PW101802
124,300
28
4400
MAXIMUM LOAD, LBS: 106,500
7
AGE WHEN TESTED, DAYS:
3770
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH. PSh
PW101803
122,400
28
4330
REMARKS: Does comply with Specification
4370
METHOD OF CURING: FIELD I DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 59 'F M,X 80
TRANSPORTED
BY
10 / 19 / 95
'F, AIR CONTENT %,
Reed
SLUMP 8 . 00
INCHES
I~ME OF 8AMPLE: 0 8: 3 0
~.IRCE OF CONCRETE: TXI
AM~.
M,X CODE: 9643
PICK-UP CHARGE: Y~
T,CKET ,o.: 474911
NO
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEtGHT
YIELD
PCF
CF/CY
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
D,STR,S~,O,: (1) Marc M~ers Company/Mr. Richard Crow .
(1) McFadden & Miller Construction/Mr. Dave VanD~
(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
TEST METHODS: ASTM C 31, C 39, C 143. C 173, C 192, C 231, OR C 1064 PAGF 1 ~ 2
reed engineering
REPORT NO.:
PROJECT:
LOCATION:
CONCRETE COMPRESSION TEST REPORT
50 2166.2
JOB NO.:
Park West Commerce Center
Paving - 40'S, 10'W of SW building
corner
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/lS/95
4000 PSI
120/290 yds
ARCHITECT/ENGINEER:
SAMPLED BY: B. Lucas
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
11/15/95
10/25 / 95ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN.
FIELD NUMSER: PW101804
MAX,MUM LOAD. ~s: 115,100
7
AGE WHEN TESTED, DAYS:
4070
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
~RATORY NUMBER
PW101805
133,100
28
4710
~PE BREAK: ~N~ (U.N.O.)
REMARKS: Does comply with Specification
PW101806
130,000
28
4600
4660
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 75 .F M~X 86 .F.
TIME OF SAMPLE: 1 0: 5 0 AM/I~,
~OURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIX'FURE(S):
10/19/95
AIR CONTENT
M,X COOE: 9643
TRANSPORTED BY
Reed
%. SLUMP 5 · 5 0 INCHES
PICK-UP CHARGE: YI~ NO
TICKET NO.: 475103
UNIT WEIGHT PCF
YIELD CFICY
DIe,lemON: (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. Larrv Davis 2
TESTMETHCOS: A~M 031, C~, 014, 0173, C192. C~,,ORCl~ P~E OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019