Park West CC(1)-LR 950905 reed engineering
GE'OTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
27
Park West Commerce Center
Tilt wall panel - #56
2166.2
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
08/08/95
3000 PSI
20/200 yds
ARCHITECT/EHGINEER:
~ddPLED BY: S. Lucas
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
09/05/95
08/15/95
ORDER NUMBER:
Client
(a x 12 INCH) NOMINAL CYLINDER SIZE: AREA.2~.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:
PW080801
97,000
7
3430
~BORATORY NUMBER
PW080802
128,200
28
4530
Does comply with Specification
PW080803
126,000
28
4460
4500
METHOO OF CURING: FIELD
TEMPERATURE: AMBiEN~F
TIME OF 8AMPLE:
07:10
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARS, E AGGREGATE:
WATER:
CEMENT:
FLY A~H:
ADMIXTURE(B):
DAYS, LABORATORY FROM
1
MIX
78 87
08/09/95
"F, AIR CONTENT
TX I u~x coc,~: 39
TRANSPORTED BY
Reed
%, SLUMP
PICK-UP CHARGE:
TICK~ NO.: 431424
UN~' WEIGHT
YIELD
5.75 ,NCHES
NO
CF/CY
DtSTRIBUll(~:
l(1) McFadden & Miller Construction/Mc. Dave
(1) Marc Myers Company/Mr. Richard Crow
(1) COmerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
SIGNED
1
TEST METHODS: ASTM C 31, C 38, (.~ 1,13, C 173, C 192, C 231, OR C 1064 PAGE OF
imm
2424 STUTZ DRIVE · SUITE400 · DALLAS, TE'XA~S75235 · 214/350-5600 · (FAX) 214/350-0019