Park West CC(09)-LR 960329REPORT NO.:
9
reed engineering
GEOTECHNICAL CONSULTANTS
PROJECT:
Parkwest Commerce Center - II
Piers - E.5-29.8, F.8-28.5 and
LOCAT~N: F. 8 - 29.2
CONCRETE COMPRESSION TEST REPORT
JOS,O.: 2700.1
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/01/96
3000 PSI
10/60 yds
ARCHITECT/ENGINEER:
CONTRACTO,: McFadden & Miller
RE~RTEDTO: Myers & Crow Company, Inc.
SAMPLEDBY: m. Thompson
BYORDEROF: Client
03/29/96
DATE: 03/08/96ORDERNUMBER:
(8 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:
LABORATORY NUMBER
PW030101 PW030102 PW030103
75,300 118,500 117,700
7 28 28
2660 4190 4160
Does comply with Specification
4180
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
10:30
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
60
DAYS, LABORATORY FROM TRANSPORTED BY
03/02/96 Reed
*F MIX °F, AIR CONTENT %, SLUMP INCHES
68 5.50
AM,P~ ,=,,oK.u,=, c.,,,;=,~,=: ','~ NO
TX I MIX CODE: 5 TICKET NO.: 5 4 6 5 5 2
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION:
row om an ,
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone
( 1 ) City of ~Coppell/~m~TH&ear~e ~v~ c 143. c 173, c 192. c 231, OR C 1064 PAGE_~__OF__~_
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