Park West CC(1)-LR 951109REPORT NO.:
PROJECT:
LOCATION:
47
reed engineering
Park West Commerce Center
Paving - 48'S, 35'W of SE building
corner
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2166.2
JO~ 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:
11/09/95
10 / 19 / 95OROER NUMBER:
B. Lucas
Client
(6 x 12 INCH) NOtJINAL CYLINDER SIZE: 'AREA-28.26 SQ. IN.
RELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRES~VE STRENGTH. PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
~RAT~Y NUMBER
PW101201 PW101202
88,600 114,300
7 28
3130 4040
Does comply with Specification
4050
PW101203
114,900
28
4060
METHOD ~ CURING: FIELD DAYS, ~RATORY FROM
1 10/13/95
TEMPERATURE: AMBIENT 6 6 *F MIX 8 8 °F.
TIME OF SAMPLE: 0 8: 15 AM~,
~OURCE OF CONCRETE: TXI
TRANSPORTED BY
AIR CONTENT
M,X CODE: 9643
Reed
SLUMP 5 · 0 0 INCHES
PICK-UP CHARGE: Y~ NO
TICKET NO.: 471261
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,STR,EU~: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
~%) City of Coppell/Mr. Lee Stone
/(1)
City of Coppell~Mr Lar Davis
TEST dETI.~GGS: A~rM C 31, C ~, C 143, C 173, C 192, C ~t. OR C 1~ p~E 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
47 2166.2
REPORT 190.: JO~ NO.:
Park West Commerce Center
Paving - 60"N, 40'E of SE building
LOCA~ON: corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/12/95
4000 PSI
170/300 yds
ARCHITECT/ENGINEER:
SAMPLED BY: B. Lucas
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF: Client
11/09/95
10 / 19 / 95ORDER NUMBE,:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER
FIELD NUMBER: PW101204 PW101205
MAXIMUM LOAD. LBS: 106,000 127,800
7 28
AGE WHEN TESTED, DAYS:
3750 4520
COMPRESSIVE STRENGTH.
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
nEMCO: Does compl.y with Specification
PW101206
125,600
28
4440
4480
METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 1 0 / 13 / 9 5 T"^NS"ORTED BY
Reed
TEMPERATURE: AMBIENT 7 9 'F
MIX 9 0 'F, AIR CONTENT
%, SLUMP 7.00 INCHES
PICK-UP CHARGE: YB2,~ NO
TIME OF SAMPLE: 10: 35 AM~.
SO~ROE OF CONCRETE: TXI
M,X CODE: 9643
TICKET NO.: 471480
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,STR,BU~N: (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 CoppellLMr. Larry Davis
TEST METHCOS: A~M C 31. C ~, C 143, C 173, C 1OZ. C 231. OR C 1~ P^O~ 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350o5600 · (FAX) 214/350-0019