Park West CC(09)-LR 960227~EPORT NO.:
PROJECT:
LOCATION:
~ ~ JOB NO.:
Freeport North
Slab - Jl.l-J1.5 to K
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties DATE:
reed engineering
GEOTECHNICAL CO N SULTAN'T-~
CONCRETE COMPRESSION TEST REPORT
2 3 17.5 DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
02/20/96
3000 PSI
20/470 yds
F. Steadman
Client
02 / 27 / 96ORDER NUMSER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AflEA-28.26 SQ. IN.
F, BLD NUMBER= FN022001
MAXIMUM LOAD. LBS: 8 5, 8 0 0
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
7
3030
AVERAGE STRENGTH, PSi:
TYPE BREAK: CONICAL (U.N,O.}
REMARKS:
LABORATORY NUMBER
FN022002
28
FN022003
28
METHOD OF CURING: FIELD DAYS. LABORATORY FROM
1
TEMPERATURE: AMBIENT 4 7 °F M,X 66
TiME OF SAMPLE: 0 7 : 10 AM/I~,
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
02/21/96
TRANSPORTED BY
Reed
AIR CONTENT
M,X CODE: 3 9
%, SLUMP 5 · 5 0 INCHES
PICK-UP CHARGE: YE~ NO
TICKET NO.: 539696
UNIT WEIGHT PCF
YIELD CFICY
McC~
DISTRIBUTION: (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
TESTMETHOOS: ASTM C31, C~, C 1~, C 173, C192, C~1, ORC1064 PAGE 1 OF 4_
2424STUTZDRIVE · SUITE4OO · DALLAS, TEXAS 75235 · 214/35~5600 · (FAX) 214/350-O01u
reed engineering
REPORT NO.:
PROJECT:
LOCATION:
CONCRETE COMPRESSION TEST REPORT
11 dOB NO.: 2 3 17. 5
Freeport North
Slab - J-7 to J-7.5 and K-7 to K-7.5
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/20/96
3000 PSI
180/470 yds
~CH~EC~ENGINEER: Gromatzky Dupree & Associates
SAMPLEDBY: F. Steadman
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties DATE:
BY ORDER OF:
02 / 27 / 9 6ORDER NUMBER:
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, PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN022004
90,100
7
3190
LABORATORY NUMBER
FN022005
28
FN022006
28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 8 : 3 5
SOURCE OF CONCRETE: TX T
DAYS, LABORATORY FROM
1
50 OF M,X 64
AM/I~,
°F,
02/21/96
TRANSPORTED BY
AIR CONTENT %,
Reed
SLUMP
INCHES
5.25
NO
PICK-UP CHARGE:
M,X CODE: 3 9
TICKET NO.: 5 3 9 8 5 7
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTI~: (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
TE~ METHOOS: ASTM C 31. C ~, C 1~, C 173, C 1~, C ~1, OR C 1~ PAGE 2 ~ 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
11 Joe No.: 2317.5
Freeport North
Slab - K-14 to K-14.5 and L-14 to
L-14.5
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/20/96
3000 PSI
370/470 yds
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
CONTRACTOR: McFadden & Miller
RE~RTEDTO: M.E.P.C. American Properties DA~:
SAMPLED BY:
BY ORDER OF:
02 / 27 / 96ORD~R NUMS~R:
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:
FN022007
102,900
7
3640
~BORATORY NUMBER
FN022008
28
FN022009
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT 6 8
TIME OF SAMPLE: 1 0: 10 AM/P'~.
SOURCE OF CONCRETE: TX I
DAYS, LABORATORY FROM
1
M,X 67
02/21/96
TRANSPORTED BY
Reed
'F, AIR CONTENT
%, SLUMP 4.75 INCHES
PICK-UP CHARGE: YE~ NO
.,x coo~: 3 9
TICKET NO.: 5 4 0 0 5 1
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
DISTRIBUTION:
(1) M.E.P.C. American Properties/Mr. ~ ~~_____
McCrarv,~/~"' (
Rob Ahmut
(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
TE~ METH~S: AS~ C 31. C ~. C 14. C ,~. C 192. C 231. OR C 1~ PAGE 3 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~0019
11
REPORT NO.:
Freeport North
PROJECT:
Piers - L-17.1,
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
JOB NO.: 2317.5 DATE CAST: 02/20/96
L-16.6, L-16.1, L-15.6
3000 PSI
SPECIFICATION:
470/470 yds
QUANTITY REPRESENTED:
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
CONTRACTOR: McFadden & Miller
RE~TEDTO: M.E.P.C. American Properties DATE:
~AMPLED BY: F. S t eadman
B¥ORDEROF: Client
02 / 27 / 9 6ORDER NUMBER:
(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:
FN022010
90,400
7
3200
LABORATORY NUMBER
FN022011
28
FN022012
28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 8 0 'F MIX 7 3
TIME OF SAMPLE: 12: 15 A~M.
SOURCE OF CONCRETE: TX I
*F,
02/21/96
TRANSPORTED BY
AIR CONTENT
Reed
SLUMP
4.50
PICK-UP CHARGE:
CODE: 3 9
TICKET NO.: 5 4 0 2 6 3
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT
YIELD
PCF
CF/CY
Scott McCrar~ ~ ~
DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr.
(1) City of Coppell/Mr. harry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192,
SIGNED
C231, ORC 1064 PAGE 4 OF 4
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019