Freeport NIP(4)-LR 960321 23
Freeport North
PROJECT:
Grade beam - line
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2317.5
JO8 NO.:
AA-10.5 to AA-Ii
03/21/96
DATE ~ST:
3000 PSI
SPECIFICATION:
10/20 yds
REPRESENTED:
ARCH~ECT/ENGINEER: Gromatzky Dupree & Associates
CONT~CTON: McFadden & Miller
,EPORTEDTO: M.E.P.C. American Properties DATE:
SAMPt. ED BY: T. Pickens
BY OROER OF: Client
04/18/96
03 / 28 / 96ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 ~Q. IN. LABORATORY NUMBER
F,E~ NUMBER: FN032101 FN032102
MAXJMUM LOAD, LBS: 70,000 93,000
7 28
AGE WHEN TESTED, DAYS:
2480 3290
COMPRESSIVE STRENGTH. PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REM~KS: Does comply with
FN032103
92,700
28
3280
Specification
3290
METHO0 OF CURING: FIELD
TEMPERATURE: AMBIENT
68
DAYS, LABORATORY FROM
03/22/96
MIX 7 2 'F, AIR CONTENT
TRANSPORTED BY
Reed
SLUMP 6 · 0 0 INCHES
TIME OF S~MPCE: 0 1: 0 5
SOURCE OF CONCRETE: TX T
AM/~M,
MIX CODE: 5
PICK-UP CHARGE: YE~ NO
TICKET NO.: 5 5 8 2 9 8
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(B):
UNIT WEIGHT PCF
YIELD CF/CT
DISTRIBUte: (1) M.E.P.C. American Properties/Mr. Rob Ahm
(1) McFadden & Miller/Mr. Jon Jacobsen ~
(1) Gromatzky Dupree & Associates/Mr. Scott McC
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METHODS: ASTM C31. C~, C1~, C173, C 192, C~1,~C1~ PAGE 1 OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
REPORT NO.:
PROJECT:
LOCATION:
23
Freeport North
Grade beam - line AA-10.5 to AA-11
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
reed engineering
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
03/21/96
3000 PSI
10/20 yds
ARCHITECT/ENGINEER: Gromatzky Dupree & Associates
CON~CTOR: McFadden & Miller
RE~TED TO: M. E. P. C. American Properties D^TE:
SAMPt. ED BY:
BY ORDER OF:
03 / 28 / 96
ORDER
NUMBER:
T. Pickens
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN032101
70,000
7
2480
LABORATORY NUMBER
FN032102
28
FN032103
28
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX
68 72
TIME OF SAMPLE: 0 1: 0 5 AM~M,
SOURCE OF CONCRETE: TX m
°F,
TRANSPORTED BY
03/22/96
AIR CONTENT
Reed
SLUMP
6.00
PICK-UP CHARGE:
MIX CODE: 5
TICKET NO,: 5 5 8 2 9 8
INCHEB
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
~TR,B~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty J~~
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~n~-y-- · ......
(1) City of Coppell/Mr. Larry Davis SIGNED
(1) City of Coppell/Mr. Lee Stone
TESTMETHCOS: ^BTM C31, C~, 01~, C 173, C 192, C~I, ORCI~ PAD; 1 OF 1
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019