Park West CC(1)-LR 950810REPORT HO.:
PROJECT:
LOCX~ON: building corner
reed engineering
CONCRETE COMPRESSION TEST REPORT
19
Park West Commerce Center
Floor slab - 645'W, 100'E of NW
2166.2
JOB NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTIIY REPRESENTED:
07/13/95
3000 PSI
70/420 yds
ARCHITECT/ENGINEER:
McFadden & Miller
Marc Myers.
REPORTED TO:
DATE:
SAMPLED BY:
08/10/95 BY ORDER OF:
07/20/95
ORDER NUMBER:
B. Lucas
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.2'8.2'8 SO. IN.
FIELD NUMBER: PW071301
93,500
MAXIMUM LOAD, LBS:
7
AGE WHEN TESTED, DAYS:
3310
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORAT~Y NUMBER
PW071302 PW071303
120,500 119,000
28 28
4260 4210
4240
Does comply with Specification
METHCO OF CURING: FIELD 1 DAYS. LABORATORY FROM 0 7 / 14 / 9 5 TRANSPORTED .¥ Reed
TEMPERATURE: AMBIENI 79 'F M~ 92 'F,
AIR CONTENT
SLUMP 5.2 5 INCHES
I~ME OF SAMPLE: 0 6 : 3 5
SOURCE OF CONCRETE: TX I
MIX CODE:
39
PICK-UP CHARGE: Y~
TICKET NO.: 417034
NO
FINE 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 VanDemeE
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
TEST METHODS: ASTM C31, C39, C143, C173, C 192. C231, ORC 1064
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
3
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION: building corner
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
2166.2
DATE CAST:
SPECIFICATION:
OUANTITY REPRESENTEIk
19
Park West Commerce Center
Floor slab - 190'N, 100'E of SW
07/13/95
3000 PSI
210/420 yds
B. Lucas
SAMPLED BY:
DATE:
08/10/95 SYORDER~:
07/20/95
OR~R NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2B.26 Si:}. IN.
RELD NUMBER: PW071304
97, 500
MAXIMUM LOAD, LBS:
7
AGE WHEN TESTED, DAYS:
3450
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
LABORATORY NUMBER
PW071305
130,500
28
4620
PW071306
134,000
28
4740
~ BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with SpecifiCation
4680
METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM
TEMPERATURE: AMBIENT 86 'F M,X 94
TIME OF SAMPLE: 0 8 : 3 0
BOURCE OF CONCRETE: TX I
07 / 14 / 95 TRANSPORTED BY Reed
'F. ~JR CONTENT ~, SLUMP 5 · 50
PICK-UP CHARGE: YI~
MIX CODE: 39 TICKET NO.: 417179
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
o,s~immoN: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Construction/Mr. Dave VanDemee
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
SIGNED
2
TEST METNOOS: ASTIVl C31. C39. C ,43. C 173. C ,92. C231. ORC ,064 pAGF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350-0019
3
REPORT NO.:
PROJECT:
LOCATION:
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
19
Park West Commerce Center
Piers - A-l, E.5-1, A.5-1, G-2.5
reed engineering
1'
GEOTECHNICAL CONSULTAN¥:~
DATE CAST:
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.:
SPECIFICATION:
QUANTI75' REPRESENTED:
07/13/95
3000 PSI
10/30 yds
· M~IPLED BY: B. Woolwine
DATE:
08/10/95 aY ORDER OF:
07/20/95
ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN.
FIELD NUMBER: PW071307
76,200
MAYJMUM LOAD. LBS:
7
AGE WHEN TESTED, DAYS:
2700
COIdPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
~RAT~Y NUMBER
PW071308
123,500
28
4370
PW071309
125,000
28
4420
~PE BREAK: ~NICAL [U.N.O.)
REM~KS: Does comply with Specification
4400
METHOD OF CURING: FIELD
1 DAYS. LABORATORY FRO~ 07 / 14 / 95
TEMPERATURE: AMBIENT 96 'F M'X 93 'F.
TIME OF 8AMPLE: 0 1: 2 0
SOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
AIR CONTENT
Ab~J=M,
MIX CODE:
5
TRANSPORTED BY Reed
%. ~LUMP 5 . 0 0
PICK-UP CHARGE: Y~'~
TICKET NO.: 417 5 15
UNIT WEIGHT PCF
YIELD CF/CY
(1) McFadden & Miller Construction/Mr. Dave Va. nDe--
INCHES
NO
O,~mIBU~O~: (1) Marc Myers Company/Mr. Richard Crow
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige SIGNED
3
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE .a SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
3