Park West CC(1)-LR 950808 17 2166.2
REPORT ~.: JOB NO.:
Park West Commerce Center
PROJE~:
Floor slab - 650'S, 60'E of NW
LOCk. N: building corner
reed engineering
GE~TECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPOFIT
DATE CA~T:
SPECIFICATION:
QUANTITY REPRESENTED:
ARCH~CT~NGINEER:
McFadden & Miller
Marc Myers
REPORTED TO:
DATE:
07/11/95
3000 PSI
60/470 yds
SAMPLED BY: B · Lucas
08/08/95 aY ORDER OF:
07/18/95
ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
RE~ .UMSER: PW071101
112,000
MAXIMUM LOAD, LBS:
7
AGE WHEN TESTED, DAYS:
3960
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH. PSi:
~BORAT~Y NUMBER
PW071102
138,000
28
4880
PW071103
142,000
28
5020
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
4950
METHOD OF CURING: FIELD 1 DAYS, ~TORY FROM 07 / 12 / 95 TRANSPORTED aY Re ed
TEMPERATURE: AMBIENT 7 5
M,X 8 6 'r. A~R CONTENT
~UMP 6 . 5 0 INCHES
TI.E OF ~MPLE: 06: 50
80URCE OF CONCRETE: TX I
MIX CODE:
39
PICK-UP CHARGE: Y~
TICKET NO.: 4 15 12 6
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
PCF
CF/CY
D,STR,SUT~N: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
StGNED
TEST METHODS: ASTM C31. C39, C143, C173, C 192. C231, ORC1064
PAO~;
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19
3
REPORT NO.:
PROJECT:
LOCATK)N:
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
17
Park West Commerce Center
Floor slab - 175'N, 60'E of SW
building corner
reed engineering
CONCRETE COMPRESSION TEST REPORT
2166.2
JO~ NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTtTI' REPRESENTED:
SAMPLED BY:
DATE:
08/08/95 BYORDEROF:
07/18/95
~DER NUMBER:
07/11/95
3000 PSI
260/420 yds
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER: PW 071104
87,500
MAXIMUM LOAD, LBS:
7
AGE WHEN TESTED, DAYS:
3090
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH, PSI:
~BORATORY NUMBER
PW071105
115,000
28
4070
PW071106
117,000
28
4140
TYPE BREAK: CONICAL (U...O.)
Does comply with Specification
REMARKS:
4110
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 9: 1 0
1 DAYS, LABORATORY FROM
8 0 'F M,X 8 8
SOURCE OF CONCRETE: TXI
07 / 12 / 95 TRANSPORTED .Y Reed
CF0 AIR CONTENT q~. SLUMP 6. 50
PiCK-UP CHARGE: Yi~
MIX CODE: 3 9 TICKET NO.: 4 ~L 5 3 3 3
INCHES
NO
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION:
(1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDeme,
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
2
TEST METHOOS: ABTM C 31. C 39. C 143. C $73. C 192. C 231. ORC 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350*O019
3
reed engineering
CONCRETE COMPRESSION TEST REPORT
17
Park West Commerce Center
Piers - A-4, A-3.5, A-3, A-2.5
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers
REPORTED TO:
2166.2
JOB NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
07/11/95
3000 PSI
20/40 yds
SAMPLEDBY: B. Woolwine
DATE:
BY ~R OF:
08/08/95
07/18/95
ORDER NUMBER:
Client
(~ x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN.
FIELD NUMBER: PW071107
87,000
MAXIMUM LOAD, LBS:
7
AGE WHEN TESTED, DAYS:
3080
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH, PSI:
~BORATORY NUMBER
PW071108
116,000
28
4100
PW071109
117,000
28
~PE WEAK: ~NICAL (U.N.O.)
REMARKS: Does comply with Specification
4140
4120
METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 0 7 / 12 / 9 5 TRA.$PORTED BY
TEMPERATURE: AMBIENT 8 2 'F MIX 8 6 *F. AIR CONTENT '~,
Reed
SLUMP 4 . 5 0
INCHES
TIME OF SAMPLE: 10: 5 0
BOURCE OF CONCRETE: TXI
MIX CODE: 5
PICK-UP CHARGE: Y~
TICKET NO.: 415494
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
D,Sm,S~.O~: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave V~
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
3
TEST METHODS: ASTM C31. C39. C 143. C 173. C 192. C231, OR C 1064 pAOF OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019