Park West CC(1)-LR 950725REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTEcHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
9 2166.2 06/27/95
JOB NO.: DATE CAST:
Park West Commerce Center 3000 PSI
SPECIFICATION:
Floor slab - 25'8, 60'W of NE building 30/470 yds
c o rne r OU~T,~ REPRESENTED:
ARCHITECT/ENGINEER:
CONTRACTOr:
McFadden & Miller
SAMPLED BY:
DATE:
BY ORDER OF:
07/25/95
07/04/95
ORDER NUMBER:
Marc Myers
REPORTED TO:
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH. PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply
PW062701
87,000
7
3080
with
LASORAT~Y NUMBER
PW062702
117,500
28
4160
PW062703
115,000
28
Specification
4070
4120
METHOD OF CURING: FIELD
1
TEMPERATURE: AMBIENT 71
TIME O~ SAMPLE: 0 6 : 2 5
SOURCE O~ CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
~uMP 6.75 INCHES
PICK-UP CHARGE: Y~ NO
TICKET NO.: 408007
UNIT WEIGHT PCF
DAYS, LABORATORY FROM 0 6 / 2 8 / 9 5 TRANSPORTED BY
'F MIX 8 0 *F, AIR CONTENT %,
AM/P~,
MIX CODE: 3 9
YIELD CF/CY
SIGNE~'
Jm~m,BUnO,: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
TEST METHODS: ASTM C 3% C 39,
1 2
C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/3504:)O19
9
REPORT NO.:
Park West Commerce Center
PRO, dEC:T:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
reed engineering
GE~:3'I'ECHNICAL CONSULTANTS
Floor slab - 300'S, 60'W of NE
building corner
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
06/27/95
3000 PSI
240/470 yds
SAMPLED BY: B. Lucas
DATE:
BY ORDER ~:
07/25/95
07/04/95
~R NUMBER:
Client
($ x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ, IN,
FIELD NUMBER: PW062704
MX~MUM LOAD. LBS: 87, 000
7
AGE WHEN TESTED. DAYS:
3080
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
LABORATORY NUMBER
PW062705-
115,000
28
4070
PW062706
116,000
28
4100
~PE ~EAK: CONICAL (U.N.O.]
RE~.KS: Does comply with Specification
4090
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPL~ 10 : 10
8OUflCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
06/28/95 TRANSPORTED BY Reed
*F, AIR CONTENT Mh SLUMP 6 . 0 0 INCHES
PICK-UP CHARGE: YE NO
MIX CODE: 39 TICKET NO.: 408382
UNIT WEIGHT PCF
DAY8, LABORATORY FROM
80 'F M,X 86
YIELD CF/CY
~,BUT~.: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave
(1) Comerica Bank/Mr. Alan Williams
S,~D
TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC1064
pAD~ 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019