Freeport NIP(4)-LR 960227REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
16 j~NO.: 2317.5
Freeport North
Slab - 70'S, 120'W of NE building
corner
02/27/96
4000 PSI
60/145 yds
~CHITECT;HG~HEER: Gromatzky Dupree & Associates
~T~T~: McFadden & Miller
RE~TEDTO: M.E.P.C. American Properties DATE:
SAMPLED BY:
BY ORDER OF:
03/26/96
03 / 05 / 96~DER ,UMBER:
S. Boeshart
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRES~VE STRENGTH, PSI:
AVERAGE ~TRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
FN022701 FN022702
83,800 134,500
7 28
2960 4760
Does comply with Specification
4680
FN022703
129,700
28
4590
METHCO OF CURING: FIELD DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT "F MIX
62 71
TIME OF SAMPLE: 07: 50 AM/~,
~U~E OF CONCRETE: TX I
02/28/96
TRANSPORTED BY
*F.
AIR CONTENT
Reed
SLUMP
7. 5 0 INCHES
YE~ NO
PICK-UP CHARGE:
M,X COOE: 39
TICKET NO.: 544770
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
, //
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 McCmar-y--_ .~' ~
(1) City of Coppell/Mr. Larry Davis SIGNED.
(1) City of Coppell/Mr. Lee Stone
TE~ M~HOOS: ASTM C 31. C ~, C 1~, C 1~, C 192, C ~1. OR C 1~ PAG; 1 OF 2
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:
16 JOBNO.: 2317. 5
Freeport North
Piers - A.3-17.6, A.3-18.1, A.3-18.7,
B.6-19
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/27/96
3000 PSI
140/145 yds
ANCH~ECT~NGINEER: Gromatzky Dupree & Associates
SAMPLEDBY: F. Steadman
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties
DATE:
BY ORDER OF:
03/26/96
03 / 05 / 96OR~R NUMSE.:
Client
(8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FIELD NUMBER: FN022704
FN022705
138,500
28
4900
M~MUM LOAD. LBS: 90, 100
AGE WHEN TESTED, DAYS: 7
3190
COMPRE~IVE STRENGTH, PSi:
AVERAGE STRENGTH. PSI:
4970
~PE BREAK: ~N~AL (U.N.O.)
REMANKS: Does comply with Specification
FN022706
142,600
28
5040
METH~ OF CURING: FIELD DAYS. LA~RATORY FROM
1 02/28/96
TEMPERATURE: AMBIENT *F MIX 'F, AIR CONTENT
48 68
TIME OF SAMPLE: 10: 00
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COAflSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
AM/PM,
MIX CODE:
TRANSPORTED BY
Reed
%, SLUMP INCHES
4.00
PICK-UP CHARGE: YE~ NO
TICKET NO.:
UNIT WEIGHT PCF
YIELD CF/CY
DIB~IBUTI~: (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 SIGNED
(1) City of Coppell/Mr. Lee Stone
TE~METHGGB: A~M C31. C~, C 1~, C 1~, C192, C~I, ORC
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19