003Laboratorio de Agregados y ConcretoENSAYO: COMPRESIN DE
CONCRETO (NORMA ASTM C-39)INFORME:CLIENTE:PROYECTO PICHIS
PALCAZUPROYECTO/OBRAUPLAFECHA:21 DE JUNIO DEL 2014UBICACIN: LA
MERCED - CHANCHAMAYO - JUNIN( a )( b )( c )( d )N
PRO:IDENTIFICACIONFDiseoFECHAFECHAEDADALTURADIAMETROSECCIONCARGA
ROTURACARGA ROTURAFACTOR DEF
rotura(Kg/Cm2.)VACIADOROTURA(Das)(Cm)(Cm)(Cm2)(KN )(KN )CONVERSIN
*(Kg./Cm2)1MURO DE
ENCAUZAMIENTO2405/19/146/21/143330.015.00176.710.85585.68604.3101.973492MURO
DE
ENCAUZAMIENTO2405/19/146/21/143330.015.00176.710.85603.55615.2101.973553RAPIDA
LOZA2105/22/146/21/143030.015.00176.710.85607.27432.6101.972504PROGRESIVA
3+190 / CANAL TIPO
31755/22/146/21/143030.015.00176.710.85607.27117.3101.97685PROGRESIVA
3+190 / CANAL TIPO
31755/22/146/21/143030.015.00176.710.85607.27123.4101.97716PREGRESIVA
2+860 / LOSA
RAPIDA2105/22/146/21/143030.015.00176.710.85604.95205101.971187RAPIDA
2+8602425/24/146/21/142830.015.00176.710.85604.95340.3101.971968RAPIDA
2+8602105/24/146/21/142830.015.00176.710.85604.95230.4101.97133*FACTOR
DE CONVERSIN ( c ) = 1 / 9.81 X 1000 = 101.97(Kg = Newton X 1 /
gravedad)( d ) = ( b )x( c ) / ( a )ALUMNOS:ANCHO ALVAREZ,
DavidBARBARAN ABREGU, JairMARMOLEJO PEREZ, FernandoPAREDES RAMIREZ,
Gilmer
Hoja1Laboratorio de Agregados y ConcretoENSAYO: COMPRESIN DE
CONCRETO (NORMA ASTM C-39)INFORME:CLIENTE:MUNICIPALIDAD DE
VITOCPROYECTO/OBRAUPLAFECHA:6/21/14UBICACINVITOC - CHANCHAMAYO( a
)( b )( c )( d )N
PRO:IDENTIFICACIONFDiseoFECHAFECHAEDADALTURADIAMETROSECCIONCARGA
ROTURACARGA ROT.FACTOR DEF
rotura(Kg/Cm2.)VACIADOROTURA(Das)(Cm)(Cm)(Cm2)(KN )(KN )CONVERSIN
*(Kg./Cm2)1MC3/13/136/21/1446530.015.00176.710.85585.68185.1101.971072VEREDA4/9/146/21/147330.015.00176.711.85585.68417101.972413VEREDA4/11/146/21/147130.015.00176.711.85585.68478.6101.972764SARDINEL4/15/146/21/146730.015.00176.711.85585.68290.4101.971685VEREDA4/16/146/21/146630.015.00176.71340.8101.971976SARDINEL4/21/146/21/146130.015.00176.71398.2101.972307VEREDA4/21/146/21/146130.015.00176.71413.2101.972388VEREDA4/24/146/21/145830.015.00176.71489.4101.972829PAVIMENTO5/9/146/21/144330.015.00176.71594.8101.97343*FACTOR
DE CONVERSIN ( c ) = 1 / 9.81 X 1000 = 101.97MUESTRA PROPORCIONADA
POR EL CLIENTE(Kg = Newton X 1 / gravedad)( d ) = ( b )x( c ) / ( a
)KN1000NPAREDES RAMIREZ, Gilmer
