Park West CC(1)-LR 951103reed engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
45
REPOflT NO.:
Park West Commerce Center
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers
REPORTED TO:
2166.2
JOB NO.:
DATE CAST:
SPECIFICATION:
Paving - east of building, line 6,
10'E of building
QUANTITY REPRESENTED:
10/06/95
3500 PSI
80/360 yds
~AMPLED BY: T. Belew
DATE:
BY ORDER OF:
11/03/95
10/13/95~DERNUMEER:
Client
(6 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA-28.26 SO, IN.
FIELD NUUBER: PW100601
M~MUU LOAD. LBS: 98, 100
7
AGE WHEN TESTED, DAYS:
3470
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PS1:
LA~RATORY NUMBER
PW100602
119,200
28
4220
TYPE BR~K: C~AL (U.N.O.)
REM~KS: Does comply with Specification
PW100603
123,200
28
4360
4290
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 68 .F .~x 76
10/07/95
TRANSPORTED BY
'F,
AIR CONTENT
Reed
%. SLUMP 6 . 00 INCHES
TIME OF ~%'IPLE: 0 8 : 1 5
8OURCE OF CONCRETE: TX I
MIX CODE:
9'643
PICK-UP CHARGE: YE~ NO
TICKET NO.: 467358
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
· Cr°WD~
D,Sm,B~,ON: (1) Marc Myers Company/Mr Richard
(1) McFadden & Miller Construction/Mr. Dave Van
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
TEST METHODS: ASTM C31. C30. C 143, C 173, C 192, C231, OR C 1064 PAGF 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
REPORT NO.:
PROJECT:
LOCATION:
45
reed engineering
GEOTECHNICAL CONSULTANTS
Park West Commerce Center
Paving - east side of building, Line
10.5, 20'E of building
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/06/95
3500 PSI
220/360 yds
ARCHITECT/ENGINEER:
SAMPI.ED BY: T. Belew
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
11/03/95
10/13/95ONDERNUMBER:
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:
PW100604
87,200
7
3080
LABORATORY NUMBER
PW100605
114,000
28
4030
Does comply with Specification
PW100606
113,800
28
4020
4030
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 70 'F M~X 76 .F.
TIME OF ~AMPLE: 10: 20 ~'
8OURCE OF CONCRETE: TXI
10/07/95
AIR CONTENT
MIX CODE: 9'643
TRANSPORTED BY
Reed
%, SLUMP 5.00
PICK-UP CHARGE: YI~
~CKET .o,: 4 6 7 5 5 3
INCHES
NO
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DISTRIBUTION:
UNIT WEIGHT
YIELD
(1) Marc Myers Company/Mr. Richard
Crow~
PCF
CF~CY
(1) McFadden & Miller Construction/Mr. Dave VanDeme~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundi~e SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis
TESTMETHOOS: ASTM C3% C39. C143, C173, C192, C231, ORC1064
2
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2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019