Freeport NIP(4)-LR 960617REPORT NO.:
PROJECT:
LOCATION:
Freeport North
Pavin~ - 60'S, 40'W of SW buildin~
corner
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
06/17/96
3000 PSI
20/350 yds
ARCH~ECT~NG~EER: Gromatzky Dupree & Associates
S~P'~0BY: T. Pickens
McFadden & Miller
BY ORDER OF: fl ient
REPORTED TO:
M.E.P.C. American Properties DATE: 06/24/960ROERNUMEER:
(6 x 12 INCH) NOMINAL CYUNDER SIZE: ARF..A~28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSdVE STRENGTH, PSI:
AVERAGE STRENGTH. PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN061701
104,500
7
3700
LABORATORY NUMBER
FN061702
FN061703
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMPLE: 07: 07
BOURCE OF CONCR~m: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS. LABORATORY FROM TRANSPORTED BY
1 06/18/96 Reed
'F MIX CF, AIR CONTENT e/o, SLUMP INCHES
74 86 5.25
AM~. PICK-UP CHARGE: Y~ NO
M,X COOE: 9643 TICKET NO.: 608911
UNIT WEIGHT PCF
YIELD CF/CY
Moc
0I~R,EUT~: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis SIGNEO
(1) City of Coppell/Mr. Lee Stone
TE~ M~H~S: ~TM C 31, C ~, C ,~, C t73, C 192. C ~1. OR C 1~ PRG; 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35C~5600 · (FAX) 214/350~X)19
REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
Freeport North
Paving - 80'N, 30'W of SW building
corner
CONCRETE COMPRESSION TEST REPORT
2317.5
JO~ NO.:
06/17/96
3000 PSI
150/350 yds
ARCH~NGINEER: Gromatzky Dupree & Associates
SAMFIED aY: B. Ray
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties
DATE:
BY ORDER OF:
0 ~ / 24 / 96 ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
REID NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
COMPRES~VE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN061704
86,900
7
3070
LABORATORY NUMBER
FN061705
28
FN061706
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMPLE: 10: 5 0
~u,~ OF CONCR~E:. TXI
RNE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FlY A~H:
ADMIXTURE(S):
DAYS, LABORATORY FROM
1
88 .F M~ 90
06/18/96
TRANSPORTED BY
AIR CONTENT 4 · 3 0 4,
M,X CODE: 9643
Reed
SLUMP
PICK-UP CHARGE:
TICKET NO.: 609133
UNIT WEIGHT
YIELD
6 · 0 0 INCHES
YI~ NO
DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmut*
(1) McFadden & Miller/Mr. Jon Jacobson
PCF
CF/CY
(1) Gromatzky Dupree & Associates~Mr. Scott McC~
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TE~M~HOOS: ~TM C31, C~, C1~, C1~, C1~ C~I, ORCl~
PAGE 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019