Park West CC(1)-LR 951107 46 2166.2
Park West Co~m-~erce Center
PROJECT:
Paving - 35'N, 100'W of NE building
LO~ON: corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/10/95
4000 PSI
30/270 yds
AFICH~CT~NGINEER:
o~: McFadden & Miller
Marc Myers
REPORTED TO:
SAMPLED BY: B. Lucas
BY~ROF: Client
11/07/95
DATE: 10/17/950RBER,UMSER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
RELD NUMBER:
PW101001 PW101002
105,100 130,400
7 28
3720 4610
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE ~TRENGTH, PSI:
AVERAGE STRENGTH, PSI:
4620
TYPE BREAK: CONICAL (U.N.O.)
RE~KS: Does comply with Specification
PW101003
130,500
28
4620
METHOD OF CURING: FIELD DAYS. LABORATORY FROM
i 10/11/95
TEMPERATURE: AMBIENT 68 .F u~x 8 0 'F,
TRANSPORTED BY
AIR CONTENT
Reed
SLUM, 6.00 ,~,ES
TiME OF ~vlPLE: 0 7: 4 0
BOURCE OF CONCRETE: TXI
MIX CODE:
9643
PICK-UP CHARGE: YI~ NO
TICKET "O.: 469162
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTe: (1) Marc Myers Company/Mr. Richard Crow
(1) McFadden & Miller Const~ction/Mr. Dave Van
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. ~dy B~ndige SIGNED
(~) City of Coppell/Mr. Lee Stone
) City of Coppell~,~r~. Davis
.......... : ~=,. C31, C~, C1~, C1~. C192. C~1.~C1~ PAG~ 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350.0019
REPORT NO.:
PROJECT:
LOCATION:
46
reed engineering
GEOTECHNICAL CONSULTANTS
Park West Commerce Center
Paving - 30'N, 20'E of NE building
corner
CONCRETE COMPRESSION TEST REPORT
2166.2
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/10/95
4000 PSI
130/270 yds
ARCHITECT/ENGINEER:
McFadden & Miller
CONTRACTOR:
Marc Myers
REPORTED TO:
DATE:
~AMPLED BY:
'BY ORDER OF:
11/07/95
10 / 17 / 95ORDE. ,UMBER:
B. Lucas
Client
(~ x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER: PW101004
MAXIMUM LOAD, LBS: 93,600
7
AGE WHEN TESTED. DAYS:
3310
COMPRESSIVE STRENGTH. PSI:
AVERAGE ~'FRENGTH, PSi:
LABORATORY NUMBER
PW101005
124,500
28
4400
TYPE ~K: CON~ (U.N.O.)
REMARKS: Does comply with Specification
4440
PW101006
126,500
28
4470
METHO0 OF CURING: FIELD i DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 72 'F MIX 83
10/11/95 TRANSPORTED BY
"F. AIR CONTENT %.
Reed
SLUMP 5.25
INCHES
TIME OF ~AMPLE: 09: 30 AM~,
SOURCE OF CONCRETE: TX I
U,XCORE: 9643
PICK-UP CHARGE: YI~ NO
TICKET NO.: 469338
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
· Cr°WD~
D,~m,BU~N: (1) Marc ~yers 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. Larrv Davis
TEST METHODS: ASTM C 31. C ~. C 1~. C 1~. C 192. C ~1. OR C 1~ p~F 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019