Park West CC(09)-LR 96082749
REPORT NO.:
PROJECT:
LOCATION: corner
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
RE~TEDTO: Myers & Crow Company, Inc.
reed engineering
GEOTECHNICAL CON SU LTAI~I¥:~
Parkwest Commerce Center - II
Paving - 40'S, 45'W of SE building
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB, NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/30/96
3000 PSI
50/270 yds
SAMPLEDBY: M. Lawson
BY ORDER OF: C 1 i ent
08/27/96
DATE: 08 / 06 / 96 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-Z8.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: PW073001
PW073002 PW073003
80,400 98,800 102,100
7 28 28
2840 3490 3610
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, P~I:
AVERAGE STRENGTH, PSi:
3550
~PESR~X:CON,CAL(U.N.O.)
REMARKS: Does comply with Specification
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~MPLE: 0 8 : 3 0
SOURCE OF CONCRETE: T I X
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
TRANSPORTED BY
1 DAYS, LABORATORY FROM 07/31/96 Reed
8 2 'F M,X 9 3 'F. AIR CONTENT 4 . 8 0 ~' SLUMP 6 . 0 0 INCHES
AM/I~. PICK-UP CHARGE: YE2~ NO
M,X COOK: 9643 TICKET NO.: 634178
UNIT WEIGHT PCF
YIELD CFICY
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 Brundige
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~M~.r~ p~v~ C143,.C173, C192, C231, ORC1064 PAGE 1 OF ..
(1) r~,R~4pn * D~ff? ~ 5mmmm~mPmm'. T'~ ./M1~ R~I~] ~,~n_~r~
2424 STUTZ DRIVE · SUITE~ · DAL~, TEXAS 75235 · 214/35~56~ · (FAX) 214/35~19
2
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
49 2700.1
REPORT NO.: JOB NO.:
Parkwest Commerce Center - II
PROJECT:
Paving - 20'N, 20'E of SE building
LOCAT~N: corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/30/96
3000 PSI
200/270 yds
ARCHITECT/ENGINEER:
SAMPLED BY: M. Lawson
CONTRACTOR: McFadden & Miller
REPORTEDTO: Myers & Crow Company, Inc.
sY OaDER OF: C1 ient
08/27/96
DATE: 0 8 / 0 6 / 9 6 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, P~I:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
PW073004 PW073005 PW073006
86,300 112,200 112,800
7 28 28
3050 3970 3990
Does comply with Specification
3980
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT "F MIX
82 93
o7/3z/96
TRANSPORTED BY
AIR CONTENT
4.50
Reed
SLUMP
5.00
INCHES
TIME OF SAMPLE: 11: 15
SOURCE OF CONCRETE: TX I
MIX COOE:
9643
PICK-UP CHARGE:
TICKET NO.:
v~
634458
NO
FiNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
PCF
CF~CY
D,STR,BUTIO,: (1) Myers & Crow Company, Inc./Mr. Richard Cr
(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~4~m~.r~.~.v~_. c,~_c,~, C~,~;~C~,ORC,~ PAO~ 20~ 2
(1) ~'~ * r~ ~ A~~r~ lmm /Mr 7q~w~'
2424 STUTZ DRIVE · SUITE400 · DALkAS, TEXASTS235 · 214/35(~5~00 · (FAX) 214/35C~0019