Freeport NIP(4)-LR 960315 21
REPORT NO.:
Freeport North
PROJECT:
Panel - #t0
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
QUANTITY REPRESENTED:
03/15/96
4000 PSI
40/260 yds
ARCH~ECT/ENGINEER: Gromatzky Dupree & Associates
co~n~: McFadden & Miller
R~mTED~ M.E.P.C. American Properties DATE:
&4MPLED BY:
BY ORDER OF:
04/12/96
03 / 22 / 960~R NUMBER:
F. Palmer
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
RELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN031501 FN031502 FN031503
83,500 118,400 116,900
7 28 28
2950 4190 4130
Does comply with Specification
4160
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 03/16/96 Reed
eF MIX 'F, AIR CONTENT ~, SLUMP INCHES
48 67 6.00
0 7: 5 0 "~P~ .,cK.uP CHA~E: Y%[ "0
TX I .~x C00E: 39 ~CKET .0.: 554945
uNrr WEIGHT PCF
YIELD CF/CY
McCr~~-
msm,s~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut,
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis ~NED
(1) City of Coppell/Mr. Lee Stone
TESTMETHOOS: AS~ C 3~, C ~, C I~, C 173. C 1~, C ~1, OR C 1~ p~F._.~OF~_
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019
21
REPORT NO.:
Freeport North
Panel - #3
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
JOB NO.:
03/15/96
4000 PSI
170/260 yds
ARCH~NGINEER: Gromatzky Dupree & Associates
CONT~CTOR: McFadden & Miller
RE~m~DTe M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
04/12/96
03 / 22 / 96OROEn NUMBEn:
F. Palmer
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, Li~S:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN031504 FN031505 FN031506
83,000 116,900 117,500
7 28 28
2940 4130 4160
Does comply with Specification
4150
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 10: 15
~URCE OF CONCR~E: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 03/16/96 Reed
~'F MIX CF, AIR CONTENT q~, SLUMP INCHES
56 67 6.00
MIX CODE: 3 9 TICKET NO.: 5 5 51 8 6
UNIT WEIGHT PCF
YIELD CF/CY
Moc
0,sTH,~mON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METHOOS: ASTM C 31. C 39, C 143. C 173, C 192. C 231. OR C 1064 PAGE 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019