Park West CC(09)-LR 96050333
REPORT NO.:
PROJECT:
Panel - #70
LOCATION:
ARCHITECT/ENGINEER:
CONT~CTOR: McFadden & Miller
REPORTED TO: Myers & Crow Company, Inc.
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
CONCRETE COMPRESSION TEST REPORT
-,OB NO.: 2 7 0 0. 1 DATE CAST:
SPECIFICATION:
4000 PSI
unknown
QUANTITY REPRESENTED:
SAMPLED BY: Contractor
BY ORDER OF: C 1 i en t
DATE: 0 5 / 0 3 / 9 6 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW042601
87,500
7
3090
LABORATORY NUMBER
PW042603
PW042603
28 28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM TRANSPORTED BY
1 04/27/96 Reed
TEMPERATURE: AMBIENT °F MIX °F, AIR CONTENT %, SLUMP
INCHES
TIME OF SAMPLE: AM/PM, PICK-UP CHARGE: Y~ NO
SOURCE OF CONCRETE: MIX CODE: TICKET NO.:
FINE AGGREGATE: UNIT WEIGHT PCF
COARSE AGGREGATE:
WATER: YIELD CFICY
CEMENT:
FLY ASH:
ADMIXTURE(S):
DISTRIBUTION ~
: (1) Myers & Crow Com. pany, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNE~
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~E~r~ ~v~. c,~..c,73, c,92. C231.0RC1064 PAGE 1 OF 1
(1) ~'~ ....... + Diet-- L Z-~-~cci2tc-~, !nr.,'-~-r. ~"~- ........... ~"' ......... ~--
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