Park West CC(09)-LR 960604 reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
38 JOB NO.: 2700.1
Parkwest Commerce Center - II
Pavin9 - 350'N, 60'W of SW buildin9
corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/28/96
4000 PSI
40/300 yds
ARCHITECT/ENGINEER:
SAMPLEDBY: S. Boeshart
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Myers & Crow Company, Inc.
DATE:
BY ORDER OF:
06 / 04 / 96ORDER NUMSE.'
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSh
AVERAGE STRENGTH, PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW052801
97,500
7
3450
~BORATORY NUMBER
PW052802
PW052803
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7: 5 0
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
83
DAYS, LABORATORY FROM TRANSPORTED BY
05/29/96 Reed
MIX 8 6 ."F, AIR CONTENT %, SLUMP 4.7 5 INCHES
AMIP~, PICK-UP CHARGE: Y~ NO
.~x CODE: 9643 T,CKET NO.: 597858
UNIT WEIGHT PCF
YIELD CFICY
D,STR,BUT,ON: (1) Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./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 Coppell/~%ETH~.r~ ~.V~. C ,~. C ,73, C ,92. C 2~,, O. C ,~. PAGE 10F__~_2
(1) O'_~rion * Diet_~ c_ A_~_~cci?_te_~, T~ /~ ~,,~__ ~ ........
2424 STUTZ DRIVE · SUITE 400 · DALLAS, ~-)~:~ ~5-2~5- · 2~,7~50~0~)- · (FAX) 214/35(~0019
REPORT NO.:
PROJECT:
LOCATION:
38
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
Pavin9 - 400'N, 80'W of SW buildin9
corner
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
05/28/96
4000 PSI
160/300 yds
ARCHITECT/ENGINEER:
SAMPLEDBY: S. Boeshart
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Myers & Crow Company, Inc.
DATE:
BY ORDER OF:
06 / 04 / 96OnDE. NUMBER:
Client
(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:
PW052804
103,500
7
3660
LABORATORY NUMBER
PW052805
PW052806
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ,~advlPLE: 0 9 : 3 5
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT;
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 05/29/96 Reed
'~F MIX *F, AIR CONTENT %. SLUMP INCHES
84 81 ' 5.50
AM,P~ P,CK.UP CRA.GE: Y~ .0
TX I MIX CODE: 9643 TICKET NO.: 597991
UNIT WEIGHT PCF
YIELD CF/CY
SIGNE~
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Crc
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundi~e
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/~ETH~.r~ ~.V~. C,~. C,~. C,~. C~,.O~C,~ .~; 2 o~ 2
(1) n'~e~ * ~- ~- ~ .... ;~ ~"~ /~ Pud
2424 STU~ DRIVE a su~TE4~-a-Dk~S, TEXAS75235 a 214/35~56~ a (FAX)214/35~19