Freeport NIP(4)-LR 960223REPORT NO.:
PROJECT:
LOCATION:
14
Freeport North
Slab - E17.5 to 18 and F17.5 to 18
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JO8 NO.:
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/23/96
4000 PSI
50/520 yds
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
CON~CTO,: McFadden & Miller
REPORTED TO: M. E. P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
03/22/96
03 / 01 / 96o~o~R 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:
FN022301
84,700
7
3000
LABORATORY NUMBER
FN022302
135,000
28
4770
Does comply with Specification
FN022303
140,000
28
4950
4860
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT "F MIX
62 73
OF
07: 20
~URCE OF CONCRETE: TXI
°F.
TRANSPORTED BY
02/24/96
AIR CONTENT
Reed
SLUMP
INCHES
4.50
YF~ NO
PICK-UP CHARGE:
M,X CODE: 3 9
TICKET NO.: 542825
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
uNrr WE~3HT PCF
YIELD CFICY
.cc
D,Sm,BUT~: (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 SIGNED
(1) City of Coppell/Mr. Lee Stone
TEST METHGGS: AS~ C31, C~, C 1~, C 173, C 192, C~1, CRC 1~ PAG; I OF 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE cOMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
14 Jos.o.: 2317.5
Freeport North
Slab - F7.5 to 8 and G7.5 to 8
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/23/96
4000 PSI
320/520 yds
ARCH~D~ENGINEER: Gromatzky Dupree & Associates
~MPLEDBY: F. Steadman
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties DATE:
BY ORDER OF:
03/22/96
03 / 01 / 9 6ORDER NUMBER:
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 ~TRENGTH, PSi:
TYPE BREAK: coNIcAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN022304 FN022305 FN022306
74,900 115,000 111,500
7 28 28
2650 4070 3940
Does comply with Specification
4010
METHO0 OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
10:25
TXI
DAYS, LABORATORY FROM TRANSPORTED BY
1 02/24/96 Reed
°F MIX °F, AIR CONTENT %, SLUMP
69 75
AM/P~ PICK-UP CHARGE:
MIX CODE: 3 9 TICKET NO.:
uNrr WEIGHT
YIELD
INCHES
6.00
NO
543150
PCF
CF~Y
DI~RIBU~N:
(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 s,~
(1) City of Coppell/Mr. Lee Stone
TESTMETHORS: AS~ C31. C~. C1~, C173, C 192, C~I,ORC 1~ PAGF.~OF 3
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:
14 ~BNO.: 2317.5
Freeport North
Piers -A-3.6, A-3, A.5-5.3, A.5-2.7,
B.9-1.6
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/23/96
3000 PSI
10/10 yds
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
CONTRACTOR: McFadden & Miller
RE~TEDTO: M.E.P.C. American Properties DAm:
SAMPLED BY:
BY ORDER OF:
03/22/96
03 / 01 / 960~D~R 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:
~BORATORY NUMBER
FN022307 FN022308
76,600 117,600
7 28
2710 4160
Does comply with Specification
4220
FN022309
121,000
28
4280
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX
72 75
TIME
OF
SAMPLE:
10: 4 5
SOURCE OF CONCRETE: TX I
TRANSPORTED BY
02/24/96
AIR CONTENT %,
Reed
SLUMP INCHES
4.75
PICK-UP CHARGE: Yr~ NO
Mix CODE: 5
TK~KET NO.: 543185
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
(1) Gromatzky Dupree & Associates/Mr. Scott McCa-- ' ~
DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob
(1) McFadden & Miller/Mr. Jon Jacobson
(1) City of Coppell/Mr. Larry Davis aoNEO
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C31, C39, C143, C173, C t92, C231, OflC1064
P^0~ 3
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350-O019