Freeport NIP(4)-LR 960221 (2)REPORT NO.:
PROJECT:
LOCATION:
12
Freeport North
Slab - D-3 to E.2 and D2.5 to E2.5
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JO~ NO.:
GEOT'ECHNICAL CONSULTANTS
DATE C,A~T:
SPECIFICATION:
QUANTITY REPRESENTED:
02/21/96
3000 PSI
40/440 yds
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
co. Moro.: McFadden & Miller
.~m~DrO: M.E.P.C. American Properties CATE:
SAMPLED BY:
BY ORDER OF:
02 / 28 / 960~DER NUMBER:
F. Steadman
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE BTRENGTH, PSI:
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN022101
79,500
7
2810
LABORATORY NUMBER
FN022102
FN022103
28 28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TkME OF SAMPLE: 0 7: 15
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY A~H:
ADMIXTURE(S):
DAYS. LABORATORY FROM
1
41 .F M,X 65 'F,
TRANSPORTED BY
02/22/96 Reed
AIR CONTENT ~, SLUMP
PICK*UP CHARGE:
MIX CODE: 3 9 ~CK~ NO.: 5 4 0 6 8 8
UNIT WEIGHT
YIELD
5.0 0 ,.CNES
Y~ NO
PCF
CF/CY
~moR: (1) M.E.P.C. American Properties/Mr. Rob Ahmut'
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr;
(1) City of Coppell/Mr. Larry Davis ~NED
(1) City of Coppell/Mr. Lee Stone
1
TE~METHOOS: ASTId C31. C~ C1~. C1~. C1~. C~I. ORCI~
2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
4
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
12 ~NO.: 2317.5
Freeport North
Slab - D-8.5 to D-9, E-8.5 to E-9
02/21/96
3000 PSI
210/440 yds
ARCH~QINEER: Gromatzky Dupree & Associates
~~: McFadden & Miller
Rm~m~D~: M.E.P.C. American Properties DATE:
SAMIH. ED BY:
BY ORDER OF:
02/28/9 6ORDER NUMBER:
F. Steadman
Client
(6 x 12 INCH) NOMINAL CYUNDER 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:
FN022104
88,500
7
3130
LA~RATORY NUMBER
FN022105
28
FN022106
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT eF
57
~ME OF ~a~F,E: 09: 05
8OURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
1
M,X 68 'F.
02/22/96
TRANSPORTED BY
AIR GONTENT
Reed
SLUMP
INCHES
4.50
YI~ NO
PICK-UP CHARGE:
M,X CODE: 3 9
TICKET NO.: 540872
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMD(TURE(S):
UNIT WEIGHT PCF
YIELD CFICY
=STmmmON: (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 S=NED
(1) City of Coppell/Mr. Lee Stone
TE~METHOOS: ASTM C31, C~, 01~, 01~, C1~, C~I,ORCl~
.AG;2 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · {FAX) 214/350-0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
12 XmNO.: 2317.5
Freeport North
Slab - A.2-16 to A.2-16.5 and B-16 to
B~16.5
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/21/96
3000 PSI
400/440 yds
ARCN~CT~NGINEER: Gromatzky Dupree & Associates
~RAcnm: McFadden & Miller
RE~mTEOTO: M.E.P.C. American Properties ~TE:
SAMPLED BY:
BY ORDER OF:
02 / 28 / 96OR~R
F. Steadman
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMAflKS:
FN022107
78,300
7
2770
LABORATORY NUMBER
FN022108
28
FN022109
28¸
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
nME OF 8AMPLE: 11: 15
SQU.CE OF COSC.~m: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY
ADMIXTURE(S):
DAYS. LABORATORY FROId
02/22/96
7 5 'F MIX 7 0 'F. AIR CONTENT
M,X CODE: 39
TRANSPORTED BY
Reed
q%, SI. UMP
PICK-UP CHARGE:
TICKET NO.:
UNIT WEIGHT
YIELD
541087
INCHES
5.00
D,S'm,BUT~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~
(1) McFadden & Miller/Mr. Jon Jacobson
NO
PCF
CF/CY
(1) Gromatzky Dupree & Associates/Mr. Scott McC~
(1) City of Coppell/Mr. Larry Davis meHED
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: AS'TM C 31, C 3~, C 143, C 173, C 192, C 231. OR C 1064
PAG~ 3 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
12 ~NO.: 2317.5
Freeport North
Piers- L-9.1, L-8.6, L-8.1, L"T.6,
L-7.1
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/21/96
3000 PSI
10/10 yds
AFICH~CT~NGINEER: Gromatzky Dupree & Associates
BY: F. Steadman
McFadden & Miller
BY ORDER OF: Client
REPORTED TO:
M.E.P.C. American Properties DATE: 02/28/96~RNUM~R:
(6 X 12 INCH) NOMINAL CYUNOER ~L7.E: AREA-28.26 SQ. IN.
REID NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTEO, DAYS:
COMPRES~VE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (IJ.N.O.)
REMARKS:
FN022110
77,500
7
2740
LABORAT~Y NUMBER
FN022111
FN022112
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~.PLE: 11: 00
SOU.CE OF CONC.ETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
02/22/96 Reed
MIX 7 0 *F, AIR CONTENT %, SLUMP 5 . 0 0 INCHES
AMII~, PICK-UP CHARGE: YE~ NO
MIX CODE: 5 TICKET NO.: 5 4 1 0 7 5
UNIT WEIGHT PCF
, YIELD CF/CY
D,STR,BUTIO,: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~
(1) City of Coppell/Mr. Larry Davis S~NED
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: AS~ C31, C~, C1~, C1~, C192, C~l.~C 1~ p~; 4 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/354~5600 · (FAX) 214/350-0019