Freeport NIP(4)-LR 960510reed engineering
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 34 -lOB NO.: 2317. 5
Freeport North
PROJECT:
Paving - 180'N, 3'E of SE building
LOCA~ON: corner
~CH,~CTaNG,NEER: Gromatzky Dupree & Associates
coR~cToR: McFadden & Miller
M.E.P.C. American Properties DATE:
REPORTED TO:.
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
05 / 17 / 96~D~ .UMEER:
05/10/96
3500 PSI
60/370 yds
S. Boeshart
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE W%'IEN TE~I'ED, DAYS:
COMPRESSIVE STRENGTH, PSi:
AVERAGE ~TRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FN051001
75,700
7
2680
LABORATORY NUMBER
FN051002
28
FN051003
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
76
TIME OF ~AMPLE: 0 8: 5 0
SOURCE OF CORCRETE: TX I
DAYS, LABORATORY FROM
eF MIX
83
05/11/96 TRANSPORTED BY Reed
~JR CONTENT %6, SLUMP
INCHES
6.00
NO
PICK-UP CHARGE:
MIX CODE: 9643
TICKET NO.: 5 8 7 4 8 8
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DI~R,E~Xm: (1) M.E.P.C. American Properties/Mr. RD Ah~
(1) McFadden & Miller/Mr. Jon Jacobson
(1) Gromatzky Dupree & Associates/Mr. Scott McCr~-~'~ ~
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
TEST METH~S: AS~ C 31, C ~, C 1~. C 1~, C 192, C ~1. OR C 1~ PAGE 1 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
REPORT NO,:
PROJECT:
LOCATION:
34
Freeport North
Pavin~ - 230'N, 45'E of SE buildin~
corner
reed engineering
CONCRETE COMPRESSION TEST REPORT
2317.5
JOB NO.:
ARCHITECT~NGINE~: Gromatzky Dupree & Associates
CONT~: McFadden & Miller
GEOTECHNICAL CONSULTANTS
o5/lo/96
DA~ CAST:
3500 PSI
SPECIFICATI~:
220/370 yds
REPORTEDTCk M.E.P.C. American Properties DATE:
QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
05 / 17 / 960,~R NUMBER:
S. Boeshart
Client
(6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TEBTED, DAYS:
COMPRESSIVE STRENGTH, P~I:
AVERAGE STRENGTH, PSI:
'WPE BREAK: CONICAL (U.N.O,)
REMARKS:
FN051004
88,000
7
3110
LABORATORY NUMBER
FN051005
FN051006
28 28
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMPLE: 11: 15
SOURCE OF ce.crimE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
05/11/96 Reed
MIX 8 4 'F. AIR CONTENT %, SLUMP 5 · 0 0 INCHES
AMIP~, PICK-UP CHARGE: YE~ NO
M,X CODE: 9643 TICKET NO.: 587718
UNIT WEIGHT PCF
YIELD CF/CY
(1) M.E.P.C. American Properties/Mr. Rob Ahmut'
DIBTRIBUTIGN:
(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 UETHOOS: ASTU C 3~. C 3,. C ~43. C ,73. C ,~. C ~3~. OR C ~0~4 pAG; 2 OF 2
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019