Park West CC(1)-LR 950727REPORT HO.:
PROJECT:
LOCATION:
10 2166.2
J~ NO.:
Park West Commerce Center
Piers - B-8, C-8, D-8, E-8, F-8
reed engineering
GE~2TFECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPEGIFIGATIOH:
QUANTITY REPRESENTED:
06/29/95
3000 PSI
30/30 yds
ARCHITECT/ENGINEER:
SAM~EDBY: B. Woolwine
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Marc Myers
DATE:
07/27/95 .Y ORDER O~:
07/06/95
ORDER 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:
LABORATORY NUMBER
PW062901 PW062902
81,500 98,000
7 28
2880 3470
Does comply with Specification
PW062903
100,000
-28
3540
3510
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ,~Id~IPLE: 0 1: 5 0
SOURCE OF CONCRETE: TXI
1 DAYS, LABORATORY FROM 06 / 30 / 95
86 'F M'X 89 'F, A'R CONTENT
A~PM,
MIX CODE: 5
TRANSPORTED BY Reed
SLUMP 4.5 0
PICK-UP CHARGE:
TICKET NO.: 410675
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT ;'CF
YIELD CFICY
msm.mmo.: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDemee:
(1) Comerica Bank/Mr. Alan Williams
TESTMETHOOS: ASTM C31, C39, O143, C173. C192, C231,ORC1064
1 3
PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
10 2166.2
REPORT NO.: JOB NO,:
Park West Commerce Center
PROJECT:
Floor slab - ll0'S, 100'E of NW
LOCAl: building corner
reed engineering
GE'OTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
OUANTITY REPRESENTED:
06/29/95
3000 PSI
90/460 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY:
07/27/95 BYORDEROF:
07/06/95
ORDER NUMBER:
B. Lucas
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:
~BOFIATORY NUMBER
PW062904 PW062905 PW062906
95,000 122,000 123,500
7 28 28
3360 4310 4370
Does comply with Specification
4340
METHOD OF CURING: F~ELD 1 ~YS. ~m~TOR¥ FROM 06 / 30 / 95 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 7 0 -r MIX 9 0 'F, AIR CONTENT
SLUMP 5.25 INCHES
TIME OF SAMPLE: 0 7: 2 0
SOURCE OF CONCRETE: TX I
M~X CODE: 39
PICK-UP CHARGE:
TICKET NO.: 410067
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADIdlXTURE(8):
DISTRIBUTION:
UNIT WEIGHT PCF
YIEL0 CF/CY
(1) Marc Myers Company/Mr. Richard Crow
(1) McFadden &'Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
TEST METHODS: ASTM C31, C~, C143, C173, C192, C231, ORC 1064
2 3
PAOF OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
10 2166.2
REPORT ~.: J~ NO.:
Park West Commerce Center
PR~ECT:
Floor slab - 240'S, 100'E of NW
LOC*~O.: building corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
06/29/95
3000 PSI
210/460 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
SAMPLED BY: B. Lucas
07/27/95 BY ORDER OF:
07/06/95
ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELDNUMBER: PW062907 PW062908
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
95, 100 116,500
7 28
3360 4120
PW062909
117,000
28
TYPE BREAK: CONILL (U.N.O.)
REMARKS: Does comply with Specification
4140
4130
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 9: 3 0
BOURCE OF CONCRETE: TXI
1 DAYS, LA~O~TORY FROM 06 / 30 / 95
M,X 90 'F.
MIX COOE:
TRANSPORTED BY Reed
AIR CONTENT "/~. SLUMP 5 · 0 0
PICK-UP CHARGE: Y~;
39 TICKET NO.: 410272
80 'F
AM,~,,
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DISTRIBUTION:
UNIT WEIGHT PCF
YIELD CF/CY
· Crow
(1) Marc Myers Company/Mr Richard
(1) McFadden & Miller Construction/Mr. Dave Va
(1) Comerica Bank/Mr. Alan Williams
~I3NED
TEST METHODS: AS'I'M C 31. C 39, C 143, C 173, C 192, C 231, OR C 1064
3 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/3504:)019