C-01LABORATORIO DE GEOTECNIA, PAVIMENTOS Y MECNICA DE
MATERIALESPROYECTO:REHABILITACION DEL CAMINO VECINAL "CHINCHAN -
MARCAPOMACOCHA"UBICACIN:MARCAPOMACOCHA - YAULI - JUNINSOLICITA:IACC
CONTRATISTAS GENERALES E. I. R. L.CANTERA:C-01, Km. 12+400, ACCESO
1.00Km.PROFUNDIDAD:0.00 a 3.00 mt.FECHA:SETIEMBRE DEL
2008TAMIZDIMETROPESO% RETENIDO% RETENIDO% QUETAMAO
MXIMON(mm)RETENIDOPARCIALACUMULADOPASA3"76.2DESCRIPCIN DE LA
MUESTRA2 1/2"63.52"50.81 1/2"38.1100Grava limosa mal graduada con
material granular equivalente
a:1"25.41877.3103987497.31039874992.6896012513/4"19.051796.997654417514.308053166585.69194683350.93158717751/2"12.741516.22361219730.531665363669.46833463643/8"9.52528211.024237685741.555903049358.4440969507LIMITES
DE
CONSISTENCIA1/4"6.3542016.419077404257.974980453542.0250195465Limite
Liquido=N.P.10.320562939833.502736512969.4683346364No
44.762188.522283033666.497263487133.5027365129Limite
Plstico=N.P.9.069585613817.904612978958.4440969507No
82.3839915.59812353482.095387021117.9046129789ndice
Plstico=N.P.0.844.7612.7No
102431.681000781983.77638780316.223612197Coeficiente de
Curvatura=1.81190225540.592.3812.7No
161.191124.378420641188.154808444111.8451915559Coeficiente de
Uniformidad=16.36729762381.25097732615.59812353411.0242376857No
200.84391.524628616189.679437060210.3205629398CLASIFICACIN0.252.380No
300.59321.25097732690.93041438629.0695856138SUCS:GP -
GM0.930414386212.09538702111.5559030493No
400.426190.742767787391.67318217368.3268178264AASHTO:A1-a(0)0.77593754.225543859612.7No
500.297180.703674745992.37685691957.6231430805OBSERVACIONESNo
600.2560.234558248692.61141516817.3885848319% de
grava=0.6649726349No
800.177100.390930414493.00234558256.9976544175% de
arena=0.26661454262.7No
1000.14910.039093041493.04143862396.9585613761% de limo y
arcilla=0.0684128225wh+vWs+vWvNo
2000.07430.117279124393.15871774826.8412822518% de
humedad=0.028146989830282956398CAZOLETA01756.84128225181000TOTAL255810076.276.2-110163.563.5-110150.850.8-110138.138.1-110125.425.4-110119.0519.05-110112.712.7-11019.5259.525-11016.356.35-11014.764.76-11012.382.38-110122-11011.191.19-11010.840.84-11010.590.59-11010.4260.426-11010.2970.297-11010.250.25-11010.1770.177-11010.1490.149-11010.0740.074-11010.0370.037-11010.01850.0185-1101
PROC-2-PZ-22X-0sENSAYO DE PROCTOR MODIFICADO : MTC E 115-2000;
ASTM D 1557CONTENIDO DE HUMEDAD OPTIMA Y MXIMA DENSIDAD SECA
COMPACTADA:MTODO DE COMPACTACIN :MTODO
BUBICACIN:SOLICITA:CALICATA:GRUPO:GRUPO EXPERIMENTAL , GE-02 ;
TIEMPO DE CURADO 0 SEMANASCON ESTABILIZANTE ZIMPLEX PZ - 22X ,EN
PROPORCIONES DE:1LT POR 30 M3 DE SUELOFECHA:PESO MUESTRA HMEDA +
MOLDEgr.61366256630562386159PRUEBA N 4PESO DEL
MOLDEgr.41604160416041604160PESO MUESTRA
HMEDAgr.19762096214520781999VOLUMEN DEL
MOLDEcm3.944944944944944DENSIDAD
HMEDAgr/c3.2.0932203392.22033898312.27224576272.20127118642.1175847458N
DE
TARA4712131512459226157DETERMINACINSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORPESO
MUEST. HMEDA +
TARAgr.253.919260.288254.408285.215205.656209.519211.466222.392222.213242.428PESO
MUESTRA SECA +
TARAgr.247.018253.11240.832269.958190.29194.32191.141200.99197.459215.043PESO
DE LA
TARAgr.15.68116.01616.87616.4824.51725.06824.46624.63324.5224.457PESO
DEL
AGUAgr.6.9017.17813.57615.25715.36615.19920.32521.40224.75427.385PESO
MUESTRA
SECAgr.231.337237.094223.956253.478165.773169.252166.675176.357172.939190.586CONTENIDO
DE
HUMEDAD%2.98309392793.0274912066.06190501716.01906279839.26930199738.980100678312.194390280512.135611288514.313717553614.3688413630.03139361640.03029402340.20449621380.04156302380.0389784194HUMEDAD
PROMEDIO%3.0052925676.04048390779.124701337812.165000784514.3412794583DENSIDAD
SECAgr/c3.2.03214833612.09385972342.08224694761.9625294621.8519862256Mxima
Densidad Seca:2.103gr/cm3.0.9332046895-0.0667953105Humedad
Optima:7.305%2.11557.58
G1PROYECTO:Sistema unificado de clasificacin de suelos
(S.U.C.S.)D60D30D10000UBICACIN:Suelo de partculas
gruesas.GRAVASSUELOS DE GRANO GRUESO Mas de la mitad del material
es mayor que el tamiz N 200000SOLICITA:0000CALICATA:0000FECHA:(
Nomenclatura con smbolo doble).19.231982329300TOTAL MUESTRA
SECA=4907.1KGSISI0Gravacon bloques000TAMIZDIMETROPESO% RETENIDO%
RETENIDO% QUETAMAO MXIMO
3"N(mm)RETENIDOPARCIALACUMULADOPASA5754.93"76.2000100DESCRIPCIN DE
LA MUESTRA4823.400000002
1/2"63.5425.38.66075028618.660750286191.3392497139931.500000002"50.8552.311.246960693719.907710979880.092289020200000001
1/2"38.1386.27.864523302427.772234282272.2277657178grava limosa,
mal
graduada.4131.800000001"25.4358.67.302480725635.074715007864.925284992200000003/4"19.052495.070601507740.145316515559.85468348450.92800153145063.3000001.471194325601/2"12.7326.26.642691613846.788008129353.2119918707De
excelente a bueno como subrasante69.500mal
graduadaGP0003/8"9.525198.54.042226503250.830234632449.1697653676LIMITES
DE
CONSISTENCIA5132.82915.085165741500000001/4"6.35213.54.347684425355.177919057744.8220809423Limite
Liquido=4553.796314548300con limoGM000No
44.76207.64.227537642659.405456700340.5945432997Limite
Plstico=064.01439511970000000No
82.381663.380401005262.785857705537.2141422945ndice
Plstico=000000No
102213.94.355829969967.141687675432.8583123246Coeficiente de
Curvatura=127.62624529930SINo00ARENAS000No
161.192154.378230217571.519917892928.4800821071Coeficiente de
Uniformidad=0.746847570300000000.1506898701No
200.841763.584039619975.103957512824.8960424872CLASIFICACIN00000000No
300.591963.991316849579.095274362320.9047256377SUCS:GP
GM127.6262452993000019.23198232931.47119432560.1506898701No
400.4261282.60657426981.701848631318.2981513687AASHTO:A-1-a ( 1
)0.74684757030000000No
500.297116.12.364244317584.066092948815.9339070512OBSERVACIONES000019.23198232931.47119432560.1506898701No
600.2590.11.834783919185.900876867914.0991231321% de
grava=0.5940545670000No
800.1771002.036386147787.937263015612.0627369844% de
arena=0.33394696440000No
1000.149107.82.195224267290.13248728289.8675127172% de limo y
arcilla=0.07199846860000No
2000.0741312.667665853592.80015313627.1998468638% de
humedad=0.05659216070000CAZOLETA0353.567.19984686381000Presencia de
Boloneria de hasta 80
cm0000TOTAL4910.66100Pmh+PtPms+PtPt003261.7308700FINOS100No0000000000000000000000000000000000Suelo
de partculas gruesas.( Nomenclatura con smbolo doble).Gravamal
graduada con limocon bloquesGP GMGrava mal graduada con limo con
bloques GP GMGrava mal graduada con limo con bloques mas Presencia
de Boloneria de hasta 80 cmmas Presencia de Boloneria de hasta 80
cmClasificacin AAHSTOMaterial granularDe excelente a bueno como
subrasanteSUELOS GRANULARES (35% PASA MALLA N 200)A-1-aFragmentos
de roca, grava y arena00000000000000SUELOS FINOS (>35% PASA
MALLA N 200)000000000000Material granularDe excelente a bueno como
subrasante276.276.2-1100A-1-a ( 1 )Fragmentos de roca, grava y
arenaA-1-a ( 1 ) Fragmentos de roca, grava y
arena363.563.5-1100450.850.8-1100INDICE DE
GRUPO=1538.138.1-11001625.425.4-11000719.0519.05-1100( 1
)0812.712.7-110099.5259.525-1100106.356.35-1100114.764.76-1100122.382.38-11001322-1100141.191.19-1100150.840.84-1100160.590.59-1100170.4260.426-1100180.2970.297-1100190.250.25-1100200.1770.177-1100210.1490.149-1100220.0740.074-11000.0370.037-11000.01850.0185-1100
L1:UBICACIN:SOLICITA:CALICATA:FECHA:LMITES DE CONSISTENCIA: MTC
E 110 - 2000; ASTM D 423, D 4318 ; AASHTO T 89N DE
GOLPES16222933LMITE LIQUIDO:19.8Suelo Humedo +
Tarro25.79525.14828.889526.383Suelo seco +
Tarro22.01321.59525.05122.892Peso de Tarro4.364.3324.9964.184LMITE
PLSTICO:NPPeso del Agua3.7823.5533.83853.491Peso de Suelo
Seco17.65317.26320.05518.70820.6121.31074HUMEDAD
%21.424120546120.581590685319.139865370218.660466110822.4323578947NDICE
PLSTICO:NPLMITES DE CONSISTENCIA: MTC E 111 - 2000; ASTM D 424, D
4318 ; AASHTO T 90123MUESTRASuelo Humedo + TarroSuelo seco +
TarroPeso de TarroPeso del AguaPeso de Suelo SecoHUMEDAD
%02525010019.819.835.8
E1PERFIL ESTRATIGRAFICO DE LA CALICATA N
01:SOLICITA:UBICACIN::FECHA:ESPESOR DE ESTRATO
mt.MUESTRACLASIFICACINSMBOLO DEL TIPO DE SUELOCARACTERSTICAS DEL
SUELOSUCSAASHTO0.2E-1PTSuelo Organico1.35E - 2SCarena
arcillosa1.45E - 3
G2PROYECTO:Sistema unificado de clasificacin de suelos
(S.U.C.S.)D60D30D10000UBICACIN:Suelo de partculas
gruesas.GRAVASSUELOS DE GRANO GRUESO Mas de la mitad del material
es mayor que el tamiz N 200000SOLICITA:0000CALICATA:Nro. 2 -
E30000FECHA:41669( Nomenclatura con smbolo doble).000TOTAL MUESTRA
SECA=3911.7KGSISI0Gravacon bloques000TAMIZDIMETROPESO% RETENIDO%
RETENIDO% QUETAMAO MXIMO
3"N(mm)RETENIDOPARCIALACUMULADOPASA5754.93"76.2000100DESCRIPCIN DE
LA MUESTRA4823.4000011.6783143261002
1/2"63.5133.23.4051604033.40516040396.594839597931.500000002"50.8248.66.35527684829.760437251290.239562748800000001
1/2"38.1236.16.035723507115.796160758384.2038392417grava limosa,
mal
graduada.3391.8100000001"25.4406.110.381648946426.177809704773.822190295300000003/4"19.05244.46.247906925632.425716630367.57428336970.90114297844323.3100000001/2"12.72285.828652942138.254369572461.7456304276De
excelente a bueno como subrasante69.500mal
graduadaGP01.070443288603/8"9.525212.25.424737518943.679107091356.3208929087LIMITES
DE
CONSISTENCIA4392.812050.394758302600000001/4"6.35168.64.310135465147.989242556352.0107574437Limite
Liquido=3525.000988570200con limoGM000No
44.76173.24.427731094652.416973650947.5830263491Limite
Plstico=058.16721087320000000No
82.38215.35.503986747557.920960398442.0790396016ndice
Plstico=000000No
102221.65.665041631463.586002029836.4139979702Coeficiente de
Curvatura=147.58895190320SINo00ARENAS000No
161.192005.11285345868.698855487831.3011445122Coeficiente de
Uniformidad=1.239997630500000000No
200.841493.809075826272.507931313927.4920686861CLASIFICACIN00000000.0791272936No
300.59113.72.906657190875.414588504824.5854114952SUCS:GP
GM147.5889519032000011.67831432611.07044328860.0791272936No
400.426145.33.714488037279.12907654220.870923458AASHTO:A-1-a ( 1
)1.23999763050000000No
500.297134.13.428168243682.557244785517.4427552145OBSERVACIONES000011.67831432611.07044328860.0791272936No
600.2596.212.459538155985.016782941514.9832170585% de
grava=0.52416973650000No
800.17782.22.101382771287.118165712712.8818342873% de
arena=0.37697324190000No
1000.14951.81.324229045688.442394758311.5576052417% de limo y
arcilla=0.09885702160000No
2000.07465.41.671903080790.11429783919.8857021609% de
humedad=0.06598639460000CAZOLETA0386.79.88570216091000Presencia de
Boloneria de hasta 70
cm0000TOTAL3911.71100Pmh+PtPms+PtPt003290.7308700FINOS100No0000000000000000000000000000000000Suelo
de partculas gruesas.( Nomenclatura con smbolo doble).Gravamal
graduada con limocon bloquesGP GMGrava mal graduada con limo con
bloques GP GMGrava mal graduada con limo con bloques mas Presencia
de Boloneria de hasta 70 cmmas Presencia de Boloneria de hasta 70
cmClasificacin AAHSTOMaterial granularDe excelente a bueno como
subrasanteSUELOS GRANULARES (35% PASA MALLA N 200)A-1-aFragmentos
de roca, grava y arena00000000000000SUELOS FINOS (>35% PASA
MALLA N 200)000000000000Material granularDe excelente a bueno como
subrasante276.276.2-1100A-1-a ( 1 )Fragmentos de roca, grava y
arenaA-1-a ( 1 ) Fragmentos de roca, grava y
arena363.563.5-1100450.850.8-1100INDICE DE
GRUPO=1538.138.1-11001625.425.4-11000719.0519.05-1100( 1
)0812.712.7-110099.5259.525-1100106.356.35-1100114.764.76-1100122.382.38-11001322-1100141.191.19-1100150.840.84-1100160.590.59-1100170.4260.426-1100180.2970.297-1100190.250.25-1100200.1770.177-1100210.1490.149-1100220.0740.074-11000.0370.037-11000.01850.0185-1100
L2:UBICACIN:SOLICITA:CALICATA:FECHA:LMITES DE CONSISTENCIA: MTC
E 110 - 2000; ASTM D 423, D 4318 ; AASHTO T 89N DE
GOLPES17212634LMITE LIQUIDO:22.3Suelo Humedo +
Tarro22.89524.40322.75122.209Suelo seco +
Tarro19.2620.58819.32419.007Peso de Tarro3.7243.863.9194.15LMITE
PLSTICO:NPPeso del Agua3.6353.8153.4273.202Peso de Suelo
Seco15.53616.72815.40514.85720.6121.31074HUMEDAD
%23.397270854822.80607364922.246024018221.552130308922.4323578947NDICE
PLSTICO:NPLMITES DE CONSISTENCIA: MTC E 111 - 2000; ASTM D 424, D
4318 ; AASHTO T 90123MUESTRASuelo Humedo + TarroSuelo seco +
TarroPeso de TarroPeso del AguaPeso de Suelo SecoHUMEDAD
%02525010022.322.335.8
E2PERFIL ESTRATIGRAFICO DE LA CALICATA N
02:SOLICITA:UBICACIN::FECHA:ESPESOR DE ESTRATO
mt.MUESTRACLASIFICACINSMBOLO DEL TIPO DE SUELOCARACTERSTICAS DEL
SUELOSUCSAASHTO0.05E-1PTSuelo Organico1.7E - 2SCarena arcillosa1.3E
- 3
PROC-4-terra-0sENSAYO DE PROCTOR MODIFICADO : MTC E 115-2000;
ASTM D 1557CONTENIDO DE HUMEDAD OPTIMA Y MXIMA DENSIDAD SECA
COMPACTADA:MTODO DE COMPACTACIN :MTODO
AUBICACIN:SOLICITA:CALICATA:GRUPO:GRUPO EXPERIMENTAL , GE-01 ;
TIEMPO DE CURADO 0 SEMANASCON ESTABILIZANTE TERRAZYME ,EN
PROPORCIONES DE:1LT POR 33 M3 DE SUELOFECHA:PESO MUESTRA HMEDA +
MOLDEgr.61286181617961306087PRUEBA N 4PESO DEL
MOLDEgr.41604160416041604160PESO MUESTRA
HMEDAgr.19682021201919701927VOLUMEN DEL
MOLDEcm3.944944944944944DENSIDAD
HMEDAgr/c3.2.08474576272.14088983052.13877118642.08686440682.0413135593N
DE
TARA129128127126124125122123120121DETERMINACINSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORPESO
MUEST. HMEDA +
TARAgr.147.025139.254147.642139.979136.81135.609158.514142.561153.802157.358PESO
MUESTRA SECA +
TARAgr.131.78125.24130.446123.591118.847117.321136.152121.828129.784132.814PESO
DE LA
TARAgr.12.39711.20812.21811.84911.99411.44820.4410.02812.25412.745PESO
DEL
AGUAgr.15.24514.01417.19616.38817.96318.28822.36220.73324.01824.544PESO
MUESTRA
SECAgr.119.383114.032118.228111.742106.853105.873115.712111.8117.53120.069CONTENIDO
DE
HUMEDAD%12.769824849412.289532762714.544777886814.665926867216.810945878917.273525828119.325566924818.544722719120.435633455320.44157942520.33961779150.08566526560.32709341890.55214023290.0042044356HUMEDAD
PROMEDIO%12.529678806114.60535237717.042235853518.93514482220.4386064402DENSIDAD
SECAgr/c3.1.85261860231.86805396621.82734990571.75462384131.6948996835Mxima
Densidad Seca:1.8685gr/cm3.Humedad Optima:14.44%
PROC-4-PZ-22X-0sENSAYO DE PROCTOR MODIFICADO : MTC E 115-2000;
ASTM D 1557CONTENIDO DE HUMEDAD OPTIMA Y MXIMA DENSIDAD SECA
COMPACTADA:MTODO DE COMPACTACIN :MTODO
AUBICACIN:SOLICITA:CALICATA:GRUPO:GRUPO EXPERIMENTAL , GE-02 ;
TIEMPO DE CURADO 0 SEMANASCON ESTABILIZANTE ZIMPLEX PZ - 22X ,EN
PROPORCIONES DE:1LT POR 30 M3 DE SUELOFECHA:PESO MUESTRA HMEDA +
MOLDEgr.61156171618961276084PESO DEL
MOLDEgr.41604160416041604160PESO MUESTRA
HMEDAgr.19552011202919671924VOLUMEN DEL
MOLDEcm3.944944944944944DENSIDAD
HMEDAgr/c3.2.07097457632.13029661022.14936440682.08368644072.0381355932N
DE
TARA119118117116115114112113100101DETERMINACINSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORPESO
MUEST. HMEDA +
TARAgr.146.947150.564138.549150.446155.255146.398157.369151.614147.198155.18PESO
MUESTRA SECA +
TARAgr.132.579135.328122.764133.937135.774127.293134.308129.593123.609130.798PESO
DE LA
TARAgr.11.03510.83310.98712.38412.44812.09813.85612.04412.10412.31PESO
DEL
AGUAgr.14.36815.23615.78516.50919.48119.10523.06122.02123.58924.382PESO
MUESTRA
SECAgr.121.544124.495111.777121.553123.326115.195120.452117.549111.505118.488CONTENIDO
DE
HUMEDAD%11.821233462812.238242499714.121867647213.581729780415.796344647516.584921220519.145385713818.733464342521.155105152220.57761123490.29486991780.38193514840.55760784230.29127239490.408349865HUMEDAD
PROMEDIO%12.029737981213.851798713816.19063293418.939425028220.8663581936DENSIDAD
SECAgr/c3.1.84859360881.87111370591.84986031361.75188877881.6862720311Mxima
Densidad Seca:1.8726gr/cm3.Humedad Optima:14.295%
PROC-7-terra-0sENSAYO DE PROCTOR MODIFICADO : MTC E 115-2000;
ASTM D 1557CONTENIDO DE HUMEDAD OPTIMA Y MXIMA DENSIDAD SECA
COMPACTADA:MTODO DE COMPACTACIN :MTODO
AUBICACIN:SOLICITA:CALICATA:GRUPO:GRUPO EXPERIMENTAL , GE-01 ;
TIEMPO DE CURADO 0 SEMANASCON ESTABILIZANTE TERRAZYME ,EN
PROPORCIONES DE:1LT POR 33 M3 DE SUELOFECHA:PESO MUESTRA HMEDA +
MOLDEgr.59376038609061056069PESO DEL
MOLDEgr.41604160416041604160PESO MUESTRA
HMEDAgr.17771878193019451909VOLUMEN DEL
MOLDEcm3.944944944944944DENSIDAD
HMEDAgr/c3.1.88241525421.98940677972.04449152542.06038135592.0222457627N
DE
TARA128123121120130124115112113119DETERMINACINSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORSUPERIORINFERIORPESO
MUEST. HMEDA +
TARAgr.134.872125.929131.053136.468136.69138.8148.765142.992148.382145.908PESO
MUESTRA SECA +
TARAgr.123.758115.675118.267122.391120.38121.554127.124122.29123.908121.73PESO
DE LA
TARAgr.11.21110.03112.74612.25111.57311.99512.44813.8512.04611.039PESO
DEL
AGUAgr.11.11410.25412.78614.07716.3117.24621.64120.70224.47424.178PESO
MUESTRA
SECAgr.112.547105.644105.521110.14108.807109.559114.676108.44111.862110.691CONTENIDO
DE
HUMEDAD%9.87498556169.706183029812.117019361112.781005992414.989844403415.741290081118.871429069719.090741423821.878743451821.84278757980.11936141490.46950944960.53135233440.15507725280.0254246409HUMEDAD
PROMEDIO%9.790584295712.449012676715.365567242318.981085246821.8607655158DENSIDAD
SECAgr/c3.1.71455072061.76916340331.77218521461.73168815171.6594723939Densidad
Mxima Seca:1.7759gr/cm3.0.9979082238-0.0020917762Humedad
Optima:14.05%
C-02LABORATORIO DE GEOTECNIA, PAVIMENTOS Y MECNICA DE
MATERIALESPROYECTO:REHABILITACION DEL CAMINO VECINAL "CHINCHAN -
MARCAPOMACOCHA"UBICACIN:MARCAPOMACOCHA - YAULI - JUNINSOLICITA:IACC
CONTRATISTAS GENERALES E. I. R. L.CALICATA:C-02, Km. 26+150, ACCESO
1.60Km.,OBELISCO DE SANGRARPROFUNDIDAD:0.00 a 1.20
mt.FECHA:SETIEMBRE DEL 2008TAMIZDIMETROPESO% RETENIDO% RETENIDO%
QUETAMAO MXIMON(mm)RETENIDOPARCIALACUMULADOPASA3"76.2DESCRIPCIN DE
LA MUESTRA2 1/2"63.52"50.81001
1/2"38.132212.046389824212.046389824287.9536101758Grava limosa mal
graduada con material granular equivalente
a:1"25.41134.22745978316.273849607283.72615039283/4"19.051043.890759446320.164609053579.83539094650.93640104751/2"12.731911.934156378632.098765432167.90123456793/8"9.5252188.155630377940.2543958159.74560419LIMITES
DE
CONSISTENCIA1/4"6.3532912.308267863852.562663673847.4373363262Limite
Liquido=N.P.10.811821922940.441451552667.9012345679No
44.761876.995884773759.558548447440.4414515526Limite
Plstico=N.P.9.502431724725.102880658459.74560419No
82.3841015.338570894174.897119341625.1028806584ndice
Plstico=N.P.0.594.7612.7No
102833.105125327378.002244668921.9977553311Coeficiente de
Curvatura=1.58968812720.4262.3812.7No
161.191776.621773288484.624017957415.3759820426Coeficiente de
Uniformidad=26.00753604191.309390198315.33857089418.1556303779No
200.84662.469135802587.093153759812.9068462402CLASIFICACIN0.1642.380No
300.59562.095024317289.188178077110.8118219229SUCS:GP -
GM0.49756827534.89711934160.25439581No
400.426351.309390198390.49756827539.5024317247AASHTO:A1-a(0)0.488323.139858536612.7No
500.297331.234567901291.73213617668.2678638234OBSERVACIONESNo
600.25120.448933782392.18106995887.8189300412% de
grava=0.5955854845No 800.177210.78563411992.96670407787.0332959222%
de arena=0.340815563No
1000.14960.224466891193.19117096896.8088290311% de limo y
arcilla=0.0635989525wh+vWs+vWvNo
2000.074120.448933782393.64010475126.3598952488% de
humedad=0.037411148531713071398CAZOLETA01706.35989524881000TOTAL267310076.276.2-110163.563.5-110150.850.8-110138.138.1-110125.425.4-110119.0519.05-110112.712.7-11019.5259.525-11016.356.35-11014.764.76-11012.382.38-110122-11011.191.19-11010.840.84-11010.590.59-11010.4260.426-11010.2970.297-11010.250.25-11010.1770.177-11010.1490.149-11010.0740.074-11010.0370.037-11010.01850.0185-1101
C-02-1LABORATORIO DE GEOTECNIA, PAVIMENTOS Y MECNICA DE
MATERIALESPROYECTO:REHABILITACION DEL CAMINO VECINAL "CHINCHAN -
MARCAPOMACOCHA"UBICACIN:MARCAPOMACOCHA - YAULI - JUNINSOLICITA:IACC
CONTRATISTAS GENERALES E. I. R. L.CANTERA:C-02, Km. 26+150, ACCESO
1.60Km.,OBELISCO DE SANGRARPROFUNDIDAD:0.00 a 3.00
mt.FECHA:SETIEMBRE DEL 2008TAMIZDIMETROPESO% RETENIDO% RETENIDO%
QUETAMAO MXIMON(mm)RETENIDOPARCIALACUMULADOPASA3"76.2DESCRIPCIN DE
LA MUESTRA2 1/2"63.52"50.81001
1/2"38.11524.50904776034.509047760395.4909522397Grava limosa bien
graduada con material granular equivalente
a:1"25.439811.806585582916.315633343283.68436665683/4"19.053099.166419460125.482052803374.51794719670.90329279151/2"12.751815.366360130540.848412933859.15158706623/8"9.5252998.869771581149.71818451550.281815485LIMITES
DE
CONSISTENCIA1/4"6.3537911.242954612960.961139127939.0388608721Limite
Liquido=N.P.10.797982794434.411153960274.5179471967No
44.761564.627706911965.588846039834.4111539602Limite
Plstico=N.P.9.670720854325.749035894459.1515870662No
82.382928.662118065974.250964105625.7490358944ndice
Plstico=N.P.0.0744.7619.05No
102411.216256303875.467220409424.5327795906Coeficiente de
Curvatura=8.92974065210.0742.3819.05No
161.191223.619104123479.086324532820.9136754672Coeficiente de
Uniformidad=257.43243243241.12726194018.662118065915.3663601305No
200.84682.01720557781.103530109818.8964698902CLASIFICACIN02.3800.78No
300.59641.898546425483.002076535216.9979234648SUCS:GW -
GM0.32927914574.25096410560.8484129338No
400.426501.483239394884.4853159315.51468407AASHTO:A1-a(0)0.0743.547993150719.05No
500.297581.72055769886.20587362813.794126372OBSERVACIONESNo
600.25270.800949273287.006822901212.9931770988% de
grava=0.6558884604No
800.177571.690892910188.697715811311.3022841887% de
arena=0.2474043311No
1000.149170.504301394289.202017205610.7979827944% de limo y
arcilla=0.0967072085wh+vWs+vWvNo
2000.074381.127261940190.32927914579.6707208543% de
humedad=0.034114506138853770399CAZOLETA03269.67072085431000TOTAL337110076.276.2-110163.563.5-110150.850.8-110138.138.1-110125.425.4-110119.0519.05-110112.712.7-11019.5259.525-11016.356.35-11014.764.76-11012.382.38-110122-11011.191.19-11010.840.84-11010.590.59-11010.4260.426-11010.2970.297-11010.250.25-11010.1770.177-11010.1490.149-11010.0740.074-11010.0370.037-11010.01850.0185-1101
C-03.LABORATORIO DE GEOTECNIA, PAVIMENTOS Y MECNICA DE
MATERIALESPROYECTO:REHABILITACION DEL CAMINO VECINAL "CHINCHAN -
MARCAPOMACOCHA"UBICACIN:MARCAPOMACOCHA - YAULI - JUNINSOLICITA:IACC
CONTRATISTAS GENERALES E. I. R. L.CANTERA:C-03, Km. 28+800, ACCESO
0.90Km.,SANGRARPROFUNDIDAD:0.00 a 3.00 mt.FECHA:SETIEMBRE DEL
2008TAMIZDIMETROPESO% RETENIDO% RETENIDO% QUETAMAO
MXIMON(mm)RETENIDOPARCIALACUMULADOPASA3"76.2DESCRIPCIN DE LA
MUESTRA2 1/2"63.52"50.81001
1/2"38.127810.127504553710.127504553789.8724954463Grava mal
graduada con material granular equivalente
a:1"25.42187.94171220418.069216757781.93078324233/4"19.0538413.989071038332.05828779667.9417122040.99890710381/2"12.734612.604735883444.663023679455.33697632063/8"9.5252579.362477231354.025500910745.9744990893LIMITES
DE
CONSISTENCIA1/4"6.352639.581056466363.60655737736.393442623Limite
Liquido=N.P.10.928961748630.710382513767.941712204No
44.761565.683060109369.289617486330.7103825137Limite
Plstico=N.P.7.285974499122.622950819755.3369763206No
82.382228.08743169477.377049180322.6229508197ndice
Plstico=N.P.0.844.7619.05No
102592.149362477279.526411657620.4735883424Coeficiente de
Curvatura=1.40057626150.592.3819.05No
161.191605.828779599385.355191256814.6448087432Coeficiente de
Uniformidad=24.54106280193.64298724958.08743169412.6047358834No
200.841023.715846994589.071038251410.9289617486CLASIFICACIN0.252.380No
300.591003.642987249592.71402550097.2859744991SUCS:GP2.71402550097.37704918034.6630236794No
400.426732.659380692295.37340619314.6265938069AASHTO:A1-a(0)0.776254.550945945919.05No
500.297632.295081967297.66848816032.3315118397OBSERVACIONESNo
600.25210.765027322498.43351548271.5664845173% de
grava=0.6928961749No
800.177270.983606557499.41712204010.5828779599% de
arena=0.306010929No 1000.14950.182149362599.59927140260.4007285974%
de limo y arcilla=0.0010928962wh+vWs+vWvNo
2000.07480.2914389899.89071038250.1092896175% de
humedad=0.240072859738013142397CAZOLETA030.109289617510001.32TOTAL274510076.276.2-110163.563.5-110150.850.8-110138.138.1-110125.425.4-110119.0519.05-110112.712.7-11019.5259.525-11016.356.35-11014.764.76-11012.382.38-110122-11011.191.19-11010.840.84-11010.590.59-11010.4260.426-11010.2970.297-11010.250.25-11010.1770.177-11010.1490.149-11010.0740.074-11010.0370.037-11010.01850.0185-1101
LI-07LABORATORIO DE GEOTECNIA, PAVIMENTOS Y MECNICA DE
MATERIALESPROYECTO:REHABILITACION DEL CAMINO VECINAL "CHINCHAN -
MARCAPOMACOCHA"UBICACIN:MARCAPOMACOCHA - YAULI - JUNINSOLICITA:IACC
CONTRATISTAS GENERALES E. I. R. L.CANTERA:L-07, Km.
28+800PROFUNDIDAD:0.00 a 3.00 mt.FECHA:SETIEMBRE DEL
2008TAMIZDIMETROPESO% RETENIDO% RETENIDO% QUETAMAO
MXIMON(mm)RETENIDOPARCIALACUMULADOPASA3"76.2DESCRIPCIN DE LA
MUESTRA2 1/2"63.52"50.81 1/2"38.1100Arcilla inorganica con material
granular equivalente
a:1"25.4130.92989985690.929899856999.07010014313/4"19.05100.71530758231.645207439298.35479256080.27682403431/2"12.7715.0786838346.723891273293.27610872683/8"9.525201.43061516458.154506437891.8454935622LIMITES
DE
CONSISTENCIA1/4"6.35342.432045779710.586552217589.4134477825Limite
Liquido=73.247496423577.467811158887.982832618No
44.76201.430615164512.01716738287.982832618Limite
Plstico=72.603719599476.180257510782.0457796853No
82.38835.937052932817.954220314782.0457796853ndice
Plstico=00.251.194.76No
102181.287553648119.241773962880.7582260372Coeficiente de
Curvatura=N.P.0.1770.842.38No
161.19463.290414878422.532188841277.4678111588Coeficiente de
Uniformidad=N.P.0.6437768241.28755364815.9370529328No
200.84181.287553648123.819742489376.1802575107CLASIFICACIN0.0730.352.38No
300.59151.072961373424.892703862775.1072961373SUCS:CL-62.6037195994-46.1802575107-22.0457796853No
400.426110.786838340525.679542203174.3204577969AASHTO:A-4(5)-6.9218444444-11.7133333333-6.4575421687No
500.297110.786838340526.466380543673.5336194564OBSERVACIONESNo
600.2540.286123032926.752503576573.2474964235% de
grava=0.1201716738No 800.17790.64377682427.396280400672.6037195994%
de arena=0.1566523605No 1000.1490027.396280400672.6037195994% de
limo y arcilla=0.7231759657wh+vWs+vWvNo
2000.07440.286123032927.682403433572.3175965665% de
humedad=0.231759656721241800402CAZOLETA0101172.31759656651000TOTAL139810076.276.2-110163.563.5-110150.850.8-110138.138.1-110125.425.4-110119.0519.05-110112.712.7-11019.5259.525-11016.356.35-11014.764.76-11012.382.38-110122-11011.191.19-11010.840.84-11010.590.59-11010.4260.426-11010.2970.297-11010.250.25-11010.1770.177-11010.1490.149-11010.0740.074-11010.0370.037-11010.01850.0185-1101
C-05LABORATORIO DE GEOTECNIA, PAVIMENTOS Y MECNICA DE
MATERIALESPROYECTO:REHABILITACION DEL CAMINO VECINAL "CHINCHAN -
MARCAPOMACOCHA"UBICACIN:MARCAPOMACOCHA - YAULI - JUNINSOLICITA:IACC
CONTRATISTAS GENERALES E. I. R. L.CANTERA:C-05, Km. 38+730, ACCESO
DIRECTO,MARCAPOMACOCHAPROFUNDIDAD:0.00 a 3.00 mt.FECHA:SETIEMBRE
DEL 2008TAMIZDIMETROPESO% RETENIDO% RETENIDO% QUETAMAO
MXIMON(mm)RETENIDOPARCIALACUMULADOPASA3"76.2DESCRIPCIN DE LA
MUESTRA2 1/2"63.52"50.81 1/2"38.1Grava arcillosa con material
granular equivalente
a:1"25.41003/4"19.051015.71590265995.715902659994.28409734010.60101867571/2"12.721312.054329371817.770232031782.22976796833/8"9.52520311.488398415429.258630447170.7413695529LIMITES
DE
CONSISTENCIA1/4"6.3519310.92246745940.181097906159.8189020939Limite
Liquido=43.010752688255.348047538294.2840973401No
44.76794.470854555744.651952461855.3480475382Limite
Plstico=41.878890775348.10413129682.2297679683No
82.381287.243916242251.89586870448.104131296ndice
Plstico=00.844.7619.05No
102191.075268817252.971137521247.0288624788Coeficiente de
Curvatura=N.P.0.592.3819.05No
161.19492.773061686555.744199207744.2558007923Coeficiente de
Uniformidad=N.P.1.13186191287.243916242212.0543293718No
200.84221.245048104156.989247311843.0107526882CLASIFICACIN0.252.380No
300.59201.131861912858.121109224741.8788907753SUCS:GC-31.8788907753-18.104131296-22.2297679683No
400.426130.735710243458.85681946841.143180532AASHTO:A -
4(0)-6.45125-3.56814062519.05No
500.297120.679117147759.535936615740.4640633843OBSERVACIONESNo
600.2540.226372382659.762308998340.2376910017% de
grava=0.4465195246No
800.17760.339558573960.101867572239.8981324278% de
arena=0.1544991511No 1000.1490060.101867572239.8981324278% de limo
y arcilla=0.3989813243wh+vWs+vWvNo
2000.0740060.101867572239.8981324278% de
humedad=0.138087153424162172405CAZOLETA070539.89813242781000TOTAL176710076.276.2-110163.563.5-110150.850.8-110138.138.1-110125.425.4-110119.0519.05-110112.712.7-11019.5259.525-11016.356.35-11014.764.76-11012.382.38-110122-11011.191.19-11010.840.84-11010.590.59-11010.4260.426-11010.2970.297-11010.250.25-11010.1770.177-11010.1490.149-11010.0740.074-11010.0370.037-11010.01850.0185-1101
T4LABORATORIO DE GEOTECNIA, PAVIMENTOS Y MECNICA DE
MATERIALESPROYECTO:REHABILITACION DEL CAMINO VECINAL "CHINCHAN -
MARCAPOMACOCHA"UBICACIN:MARCAPOMACOCHA - YAULI - JUNINSOLICITA:IACC
CONTRATISTAS GENERALES E. I. R. L.CANTERA:C-05, Km. 38+730, ACCESO
DIRECTO,MARCAPOMACOCHAPROFUNDIDAD:0.00 a 3.00 mt.FECHA:SETIEMBRE
DEL 2008TAMIZDIMETROPESO% RETENIDO% RETENIDO% QUEESPECIFIC.
TECNICASTAMAO
MXIMON(mm)RETENIDOPARCIALACUMULADOPASA3"76.2DESCRIPCIN DE LA
MUESTRA76.21002 1/2"63.550.8100100952"50.810038.190100851
1/2"38.1Grava arcillosa con material granular equivalente
a:25.480100751"25.410050:8019.057095651003/4"19.051015.7879656165.78796561694.2120343840.81318051589.525458040851/2"12.721312.206303724917.99426934182.005730659-:-4.76306525703/8"9.52520311.633237822329.627507163370.3724928367LIMITES
DE
CONSISTENCIA2225217571/4"6.3519311.060171919840.687679083159.3123209169-:-Limite
Liquido=59.312320916994.21203438400.42615351040No
44.76895.10028653345.78796561654.21203438420:50Limite
Plstico=54.21203438482.0057306591000.1771022527No
82.381689.627507163355.415472779444.5845272206-:-ndice
Plstico=06.3519.0538.10.0741015520No
102291.661891117557.077363896842.9226361032-:-Coeficiente de
Curvatura=N.P.4.7612.725.4No
161.19985.616045845362.693409742137.3065902579-:-Coeficiente de
Uniformidad=N.P.5.10028653312.2063037249-100No
200.84633.610315186266.303724928433.6962750716-:-CLASIFICACIN1.596.3512.7No
300.59382.177650429868.481375358231.5186246418-:-SUCS:GC-44.212034384-52.005730659-10.3724928367No
400.426412.349570200670.830945558729.1690544413-:-AASHTO:A -
4(0)-9.0229775281-14.354577464826.7173065903No
500.297492.808022922673.638968481426.3610315186-:-OBSERVACIONESNo
600.25140.802292263674.44126074525.558739255-:-% de
grava=0.4578796562No
800.177382.177650429876.618911174823.3810888252-:-% de
arena=0.3553008596No
1000.149160.916905444177.535816618922.4641833811-:-% de limo y
arcilla=0.1868194842wh+vWs+vWvNo
2000.074663.78223495781.318051575918.68194842414:12% de
humedad=0.070752776630012829398CAZOLETA032618.68194842411000-:-TOTAL174510010010025.476.276.2-11018010019.0563.563.5-1101651009.52550.850.8-110150854.7638.138.1-11013367225.425.4-110120450.42619.0519.05-11015200.07412.712.7-11019.5259.525-11016.356.35-11014.764.76-11012.382.38-110122-11011.191.19-11010.840.84-11010.590.59-11010.4260.426-11010.2970.297-11010.250.25-11010.1770.177-11010.1490.149-11010.0740.074-11010.0370.037-11010.01850.0185-1101
L-05PROYECTO:REHABILITACION DEL CAMINO VECINAL "CHINCHAN -
MARCAPOMACOCHA"UBICACIN:MARCAPOMACOCHA - YAULI - JUNINSOLICITA:IACC
CONTRATISTAS GENERALES E. I. R. L.CANTERA:C-05, Km. 38+730, ACCESO
DIRECTO,MARCAPOMACOCHAPROFUNDIDAD:0.00-3.00FECHA:SETIEMBRE DEL
2008LIMITES DE CONSISTENCIA ASTM D - 423N DE GOLPES8142938LIMITE
LIQUIDO:28.2141529089Suelo Humedo +
Tarro31.22429.6331.46631.573Suelo seco +
Tarro29.55628.38329.94530.098Peso de
Tarro24.38624.23724.38324.659LIMITE PLSTICO:20.5392528639Peso del
Agua1.6681.2471.5211.475Peso de Suelo
Seco5.174.1465.5625.439HUMEDAD
%32.263056092830.077182826827.346278317227.1189556904NDICE
PLSTICO:7.6749000451LIMITES DE CONSISTENCIA ASTM -
424010203MUESTRASuelo Humedo + Tarro28.34126.03625.771Suelo seco +
Tarro27.92225.76725.557Peso de Tarro25.82124.52724.486Peso del
Agua0.4190.2690.214Peso de Suelo Seco2.1011.241.071HUMEDAD
%19.942884340821.693548387119.981325863728.21415290892525010028.214152908928.2141529089
