Park West CC(09)-LR 960805 44
REPORT NO.:
Parkwest
PROJECT:
Paving -
LOCAnO,: corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
Commerce Center - II
SPECIFICATION:
20'N, 20'W of SW building
QUANTITY REPRESENTED:
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
,E~.TED TO: Myers & Crow Company,
07/08/96
3000 PSI
70/400 yds
SAMPLEDBY: M. Lawson
Inc.
DATE:
BY ORDER OF:
08/05/96
07 / 15 / 96
ORDER
NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMAmKS: Does comply
PW070801
81,400
7
2880
with
LABORATORY NUMBER
PW070802
108,300
28
3830
3720
Specification
PW070803
101,900
28
3600
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
89
~ME OF SAMPLE= 08 : 05
SOURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
MIX
89
TRANSPORTED BY
o7/o9/96
'F,
AIR CONTENT
4.80
Reed
SLUMP
PI(~K-UP CHARGE:
INCHES
5.50
NO
M,X COOE: 9643 TICKET NO.: 620348
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DtSTRIBUTION:
(1)
(1)
(1)
)
(1)
& Miller, Inc./Mr. Dave VanDemeer
Bank/Mr. Alan Williams S,G./'//~
(1) --
McFadden
Comerica
AECC, Inc./Mr. Andy Brundige
City of Coppell/Mr. Lee Stone
City of Coppell~...aEm~.r~ D~Y~. C'43, oCt73, C192. C2~1.ORC'0~4 PAGE 10~
2424 ~U~ DRIVE · SUITE~ · DAL~,TE~S75235-; 214~5~5~" (FAX) 214/35~19
2
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
Parkwest Commerce Center - II
Paving - 150'N, 20'W of SW building
corner
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/08/96
3000 PSI
240/400 yds
ARCHITECT/ENGINEER:
SAMPLEDBY: M. Lawson
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Myers & Crow Company, Inc.
DATE:
BY ORDER OF:
08/05/96
07 / 15 / 96 ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 ~O. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW070804
87,400
7
3090
LABORATORY NUMBER
PW070805
118,600
28
4190
Does comply with Specification
3890
PW070806
101,200
28
3580
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
TEMPERATURE: AMSIENT °F MIX "F,
94 91
TRANSPORTED BY
07/09/96
AIR CONTENT %,
5.20
Reed
SLUMP
5.50
INCHES
TIME OF SAMPLE: 11 : 30 AU,P~,
SOURCE OF CONCRETE: TX I
MIX COOE:
9643
PICK-UP CHARGE: YF~ NO
TICKET NO.: 62063 5
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/EY
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S,C~ED'
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~m~.r~ D~.v~. c,~, c173. c102. C231. ORC1064 PAGE 2 OF 2
2~245TUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX) 214/350-0019