Freeport NIP(4)-LR 960227 (2)reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCAllON:
16 ~BNO.: 2317.5
Freeport North
Slab - 70'S, 120'W of NE building
corner
DATE CAST:
SPECIFICATION:
QUAN~TYREPRESENTED:
02/27/96
4000 PSI
60/145 yds
ARCH~ECT~INEER: Gromatzky Dupree & Associates
SAMPLEDBY: S. Boeshart
CONTRACTOR:
REPORTED TO:
McFadden & Miller
M.E.P.C. American Properties DATE:
BY ORDER OF:
03 / 05 / 96OR~R 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:
AVERAQE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN022701
83,800
7
2960
LABORATORY NUMBER
FN022702
28
FN022703
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
RUE OF S~P~: 07: 50
~U~E OF CO. CR~: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS. LABORATORY FROM
1 02/28/96
6 2 .F u~x 71 'F, AIR CONTENT
M,X CODE: 3 9
TRANSPORTED BY
Reed
e/e, SLUMP 7 o 5 0 INCHES
PiCK-UP CHARGE: YI~ NO
TICKET ,O.: 5 4 4 7 7 0
UNIT WEIGHT PCF
YIELD CF/CY
o,sm,B~,~: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobsen
(1) Gromatzky Dupree & Associates/Mr. Scott McC~
(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 PAOl;; OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
2
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
16 2317.5
REPORT NO.: JOB NO.:
Freeport North
PROJECT:
Piers -A.3-17.6, A.3-18.1, A.3-18.7,
LOCA~O.: B. 6 - 19
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/27/96
3000 PSI
140/145 yds
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
~M~ED EY: F. Steadman
coN~o.: McFadden & Miller
,Y ORDE. OF: Client
REPORTED TO:
M.E.P.C. American Properties DATE: 03/05/96ORDE..UMSER:
(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:
FN022704
90,100
7
3190
~RATORY NUMSER
FN022705
FN022706
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 10: 0 0
SOURCE OF CONC.ET~: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS. LABORATORY FROM
I 02/28/96
4 8 .F MIX 6 8 -F. AIR CONTENT
AM/PM,
MIX CODE:
TRANSPORTED BY
Reed
%. SLUMP 4 , 0 0 INCHES
PICK-UP CHARGE: Y~ NO
TICKET NO.:
UNIT WEIGHT PCF
YIELD CFICY
D,Sm,BU~O.: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McC~
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TEST METHO08: ASTM C 31, C 39. C 143. C 173, C 192. C 231, OR C 1064 PAGF 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019