Freeport NIP(4)-LR 960228 (2) reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
17
REPORT NO.:
Freeport North
PROJECT:
LOCATION:
JOB NO.:
2317.5
Floor slab - 280'S, 250'E of NW
building corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/28/96
4000 PSI
90/370 yds
ARCH~CT~NGINEER: Gromatzky Dupree & Associates
~ad~I~EDBY: T. Pickens
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties OAm:
BY ORDER OF:
03/27/96
03 / 06 / 96ORDER NUMSER:
Client
(6 x 12 INCH) NOMINAL CYLINDER 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.)
REMARKS:
FN022801
105,100
7
3720
LABORATORY NUMBER
FN022802
158,500
28
5610
Does comply with Specification
5640
FN022803
159,900
28
5660
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT eF MIX
32 51
TIME OF ~--PLE: 08: 05
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
02/29/96
AIR CONTENT
Reed
SLUMP
5.75
PICK-UP CHARGE:
M,X COOE: 39
TICKET NO.: 545426
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNr~ WEIGHT PCF
YIELD CF/CY
DISTRIBUTe:
(1) M.E.P.C. American Properties/Mr. Ro
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McC~
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METH~S: ASTM C 31, C ~. C 14, C 173, C 192, C ~1, OR C 1~ PAG; 1 OF 4
2424 STUT-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350-0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPOFIT
REPORT NO,:
PROJECT:
LOCATION:
17 JOB NO.: 2317.5
Freeport North
Floor slab - 250'S, 130'E of NW
building corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/28/96
4000 PSI
240/370 yds
ARCHITECT~NGINEER: Gromatzky Dupree & Associates
· AMPLEDBY: S. Boeshart
CONTRACTOR:
REPORTED T(k
McFadden & Miller
M.E.P.C. American Properties DAm:
BY ORDER OF:
03/27/96
03 / 06 / 960~DER NUMSER:
Client
(6 x 12 INCH) NOMINAL CYLINDER 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.)
REMARKS:
FN022804
90,500
7
3200
LABORATORY NUMBER
FN022805
129,000
28
4560
Does comply with Specification
FN022806
132,000
28
4670
4620
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX
38 50
TIME
OF
SAMPLE:
09: 50 A~P~
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
02/29/96
AIR CONTENT
Reed
SLUMP INCHES
7.00
PICK-UP CHARGE: Y~ NO
M,X CCOE: 3 9
TICKET NO.: 5455 92
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION:
(1) M.E.P.C. American Properties/Mr. Rob
(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
TESTMET.OOS: ASTM C3,. C39, C143. C,73. C,,2. C231. ORC1064
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXA~75235 · 214/35(~5600 · (FAX) 214/35~0019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPOFIT
REPORT NO.:
PROJECT:
LOCATION:
17 JOB NO.: 2317.5
Freeport North
Floor slab - 220'S, 130'W of NE
building corner
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/28/96
4000 PSI
320/370 yds
AP. CH~CT~NGINEER: Gromatzky Dupree & Associates
SAMPLEDBY: S. Boeshart
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties DATE:
BY ORDER OF:
o3/27/96
03 / 06 / 960.DER NUMBER:
Client
($ x 12 INCH) NOMINAL CYLINDER 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.)
REMARKS:
FN022807
87,500
7
3090
LABORATORY NUMBER
FN022808
140,500
28
4970
Does comply with Specification
FN022809
140,000
28
4950
4960
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX
39 46
11ME
OF
~lddPUE:
09: 50 ~P~
SOURCE OF CONCRETE: TX I
'F,
TRANSPORTED BY
02/29/96
AIR CONTENT e/e,
Reed
SLUMP INCHES
7.50
PICK-UP CHARGE: Y~ NO
M~X CCOE: 39
TICKETS.: 545682
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
O,SmIaU~ON: (1) M.E.P.C. American Properties/Mr. Rob Ah
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~r~r'
(1) City of Coppell/Mr. Larry Davis SIGNJ
(1) City of Coppell/Mr. Lee Stone
TEST METH~S: AS~ C 31, C ~, C 1~, C 173, C 192, C ~1. ~ C 1~ PAG; 3 m__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:
17 JOBNO.: 2317.5
Freeport North
Piers - K.2-18.7, K.7-18.7, K.7-18.1,
K.7-17.6
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/28/96
3000 PSI
10/10 yds
ARCHITECT~NGINEER: Gromatzky Dupree & Associates
CONm*CTOR: McFadden & Miller
RE~aTEDTO: M.E.P.C. American Properties DATE:
~%MPLED BY:
8Y ORDER OF:
03/27/96
03 / 06 / 96OnDEn 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 STRENGTH, PSi:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN022801
90,400
7
3200
Does comply with Specification
LABORAT~Y NUMBER
FN022802
132,500
28
4690
4760
FN022803
136,700
28
4830
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT °F MIX
35 59
OF
SAMPLE:
10: 50 A~
SOURCE OF CONCRETE: TX I
°F.
TRANSPORTEO BY
02/29/96
AIR CONTENT %,
Reed
SLUMP INCHES
4.75
PiCK.UP CHARGE: Y~I~ NO
MIX COOE: 5
TICKET NO.: 545708
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
O,~R,aUnoN: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~_ry
(1) City of Coppell/Mr. Larry Davis SIGNED.
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231. OR C 1064 PAeL-" 4 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/3504:)019