Ayacucho
13
ANALISIS GRANULOMETRICO POR TAMISADO ASTM D422 PESO INICIAL SECO 1997 0+390 1 PESO LAVADO Y SECO 1309.0 1319.1 TAMIZ ABERTURA % ACUMULADO TAMIZ ABERTURA PESO % PARCIAL % ACUMULADO (N°) (mm) QUE PASA RETENIDO RETENIDO 3" 75.000 100.0 (mm) (grs) (grs) RETENIDO QUE PASA 2 1/2" 62.000 100.0 2 1/2" 62.000 0.0 0.0 0.0 100.0 2" 50.000 95.3 2" 50.000 94.7 4.7 4.7 95.3 11/2" 37.500 95.3 11/2" 37.500 0.0 0.0 4.7 95.3 1" 25.000 89.1 1" 25.000 122.8 6.1 10.9 89.1 3/4" 19.000 86.8 3/4" 19.000 46.2 2.3 13.2 86.8 1/2" 12.500 85.2 1/2" 12.500 32.7 1.6 14.8 85.2 3/8" 9.500 83.2 3/8" 9.500 38.6 1.9 16.8 83.2 1/4" 6.300 79.2 N°4 4.750 119.0 6.0 22.7 77.3 N°4 4.750 77.3 N°10 2.000 164.8 8.3 31.0 69.0 N°10 2.000 69.0 N°20 0.850 160.4 8.0 39.0 61.0 N°20 0.850 61.0 N°40 0.425 204.4 10.2 49.3 50.7 N°40 0.425 50.7 N°60 0.250 52.9 2.6 51.9 48.1 N°60 0.250 48.1 N°140 0.106 229.4 11.5 63.4 36.6 N°140 0.106 36.6 N°200 0.075 43.1 2.2 65.5 34.5 N°200 0.075 34.5 FONDO 688.0 34.5 100.0 0.0 FONDO PESO TOTAL 1997 100.0 LL NP 22.7 % GRAVA GP-GM ARCILLA CON ARENA LP NP 42.8 % ARENA IP --- 34.5 % FINOS 100.0 %
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Transcript of Ayacucho
ANALISIS GRANULOMETRICO POR TAMISADO ASTM D422PESO INICIAL SECO 19970+3901PESO LAVADO Y SECO 1309.0 1319.1TAMIZ ABERTURA % ACUMULADOTAMIZ ABERTURA PESO% PARCIAL % ACUMULADO(N) (mm) QUE PASARETENIDO RETENIDO 3" 75.000 100.0(mm) (grs) (grs) RETENIDO QUE PASA 2 1/2" 62.000 100.02 1/2" 62.000 0.0 0.0 0.0 100.0 2" 50.000 !."2" 50.000 94.7 4.7 4.7 95.3 11/2" 37.500 !."11/2" 37.500 0.0 0.0 4.7 95.3 1" 25.000 #.11" 25.000 122.8 6.1 10.9 89.1 3/4" 19.000 #$.#3/4" 19.000 46.2 2.3 13.2 86.8 1/2" 12.500 #!.%1/2" 12.500 32.7 1.6 14.8 85.2 3/8" 9.500 #".%3/8" 9.500 38.6 1.9 16.8 83.2 1/4" 6.300 &.%N4 4.750 119.0 6.0 22.7 77.3 N4 4.750 &&."N10 2.000 164.8 8.3 31.0 69.0 N10 2.000 $.0N20 0.850 160.4 8.0 39.0 61.0 N20 0.850 $1.0N40 0.425 204.4 10.2 49.3 50.7 N40 0.425 !0.&N60 0.250 52.9 2.6 51.9 48.1 N60 0.250 '#.1N140 0.106 229.4 11.5 63.4 36.6 N140 0.106 "$.$N200 0.075 43.1 2.2 65.5 34.5 N200 0.075 "'.!FONDO 688.0 34.5 100.0 0.0 FONDOPESO TOTAL 1997 100.0LL NP 22.7GRA!A(P)(M ARCILLA CON ARENA LP NP 42.8ARENAIP """ 34.5FINOS100.0 1/4" 9.500 83.2 6.3004.750 77.3 4.7509.500 83.2 60 4.750 6.0 1.5506.300 79.2 79.2 "15.3133.200 4.014 "19.210 "9.013 ### 79.2102.000 69.0 30 N10 2.000 69.0 2.0000.850 61.0 61.0 "4.436 0.850 61.0 0.8501.150 8.032 "30.981 "3.586 1.150 8.0 1.150### 69.0140.106 36.6 100.075 34.5 34.5 "0.351 N20 0.850 61.0 0.8500.031 2.158 "24.452 "0.276 0.425 50.7 0.4250.425 10.2 0.425### 60.9813605.3 100.03243.0 90.010.0$% 32.6 23.6$$ 5.2 16.416.424.258.574.061.146.911NORMA & ASTM D4318 " 1993 S'()*(+* ',-' M,'./* 0/+ L12%1* L131'4 P5(-'1$ L131'4 ()* P5(-'1$1'6 I)*,7 /0 S/15-.NORMA & ITINTEC 3394129 " N/+3( T,$)1$( P,+%()( " P(+'. 1999CALICATA& C"2 MUESTRA& M"1 PROF&CANTERA& """"" PROGRESI!A& """"LIMITES DE CONSISTENCIADATOS: LIMITE LIQUIDOTARA N B3 B2 313 B12SUELO HUMEDO (g! 44.5 39.95 43.72 41.3SUELO SE"O (g! 39.52 35.82 38.6 36.84#ESO DEL A$UA (g! 4.98 4.13 5.12 4.46#ESO TARA (g! 21.39 21.45 21.59 22.70SUELO SE"O (g! 18.13 14.37 17.01 14.14N $OL#ES 34 27 20 15"ONT. DE HUMEDAD (%! 27.47 28.74 30.10 31.5434 && &&&27 && &&&20 &&15 &&METODO DE ENSAYO PARA DETERMINAR EL LIMITE LIQUIDO. LIMITE PLASTICO* E INDICE DE PLASTICIDAD DE LOS SUELOSCUR!A DE FLUIDE8L+m+,- L+./+01%! (123-sTARA N 301 22.54 SUELO HUMEDO (g! 55.4 53.802 22.63 SUELO SE"O (g! 46.2 45.953 22.51 #ESO DEL A$UA (g! 9.2 9.104 22.63 #ESO TARA (g! 22.60 22.605 22.58 SUELO SE"O (g! 23.6 23.356 22.58 38.987 22.54 N $OL#ES 40 38.988 22.56 "ONT. DE HUMEDAD (%! 38.989 22.5110 22.4911 22.5112 22.4813 22.5114 22.5515 22.3616 22.4517 22.4918 22.4619 22.4520 22.5421 22.6122 22.6323 22.5824 22.5725 22.5626 22.4727 22.4928 22.4129 22.5530 22.631 22.4132 22.5133 22.4734 22.5335 22.6836 22.3937 22.8438 22.8439 22.8140 22.6341 22.6542 22.5843 22.6144 22.5645 22.6446 22.6547 22.8448 22.8249 22.8250 22.8251 22.6352 22.4153 22.4354 22.5255 22.6956 22.5857 22.6358 22.6359 22.5560 22.5561 22.6162 22.6363 22.5664 22.5965 22.5466 22.5667 22.5668 22.5469 22.5470 22.6371 22.5172 22.6373 22.5774 22.5875 22.5476 22.5677 22.5178 22.4979 22.5180 22.4881 22.5182 22.4783 22.5284 22.4585 22.4986 22.4687 22.4588 22.5489 22.6190 22.6391 22.5892 22.5993 22.5794 22.4795 22.4996 22.4197 22.5598 22.699 22.41100 22.51101 22.47102 22.45103 22.68104 22.39105 22.84106 22.84107 22.81108 22.63109 22.65110 22.58111 21.15112 22.62113 22.64114 22.65115 22.84116 22.82117 22.82118 22.82119 22.63120 22.41121 22.43122 22.65123 22.69124 22.58125 22.63126 22.63127 22.55128 22.55129 22.61130 22.63131 22.63132 22.59133 22.54134 22.56135 22.56136 22.54137 22.54138 22.63139 22.51140 22.63141 22.61142 22.58143 22.54144 22.56145 22.51146 22.49147 22.51148 22.48149 22.51150 22.47151 22.36152 22.45153 22.49154 22.46155 21.27156 22.54157 22.61158 22.63159 22.58160 22.54161 22.56162 22.47163 22.49164 22.41165 22.55166 22.6167 22.41168 22.51169 22.47170 22.45171 22.68172 22.39173 22.84174 22.84175 22.81176 22.63177 22.65178 22.58179 22.61180 22.62181 22.64182 22.65183 22.84184 22.82185 22.82186 22.82187 22.63188 22.41189 22.43190 22.65191 22.69192 22.58193 22.63194 22.63195 22.55196 22.55197 22.61198 22.63199 22.63200 22.59201 22.54202 22.56203 22.56204 22.54205 22.54206 22.63207 22.51208 22.63209 22.61210 22.58211 22.54212 22.56213 22.51214 22.49215 22.51216 22.48217 22.51218 22.47219 22.36220 22.45221 22.49222 22.46223 22.45224 22.54225 22.61226 22.63227 22.58228 22.54229 22.56230 22.47231 22.49232 22.41233 22.55234 22.6235 22.41236 22.51237 22.47238 22.45239 22.68240 22.39241 22.84242 22.84243 22.81244 22.63245 22.65246 22.58247 22.61248 22.62249 22.64250 22.65251 22.84252 22.82253 22.82254 22.82255 22.63256 22.41257 22.43258 22.65259 22.69260 22.58261 22.63262 22.63263 22.6264 22.55265 22.61266 22.63267 22.63268 22.59269 22.54270 22.56271 22.56272 22.54273 22.54274 22.63275 22.51276 22.63277 22.61278 22.58279 22.54280 22.56281 22.51282 22.49283 22.51284 22.48285 22.51286 22.47287 22.36288 22.45289 22.49290 22.46291 22.45292 22.54293 22.61294 22.63295 22.57296 22.51297 22.56298 22.55299 22.56300 22.41301 22.33302 22.57303 22.59304 22.52305 22.01306 21.93307 21.85308 21.77309 21.69310 22.58311 22.56312 22.58313 22.52314 21.29315 21.21316 21.13317 21.05318 20.97319 20.89320 20.81321 20.73322 20.65323 20.57324 20.49325 20.41326 20.33327 20.25328 20.17329 20.09330 20.01331 19.93332 19.85333 19.77334 19.69335 19.61336 19.53337 19.45338 19.37339 19.29340 19.21341 19.13342 19.05343 18.97344 18.89345 18.81346 18.73347 18.65348 18.57349 18.49350 18.41351 18.33352 18.25353 18.17354 18.09355 18.01356 17.93357 17.85358 17.77359 17.69360 17.61361 17.53362 17.45363 17.37364 17.29365 17.21366 17.13367 17.05368 16.97369 16.89370 16.81371 16.73372 16.65373 16.57374 16.49375 16.41376 16.33377 16.25378 16.17379 16.09380 16.01381 15.93382 15.85383 15.77384 15.69385 15.61386 15.53387 15.45388 15.37389 15.29390 15.21391 15.13392 15.05393 14.97394 14.89395 14.81396 14.73397 14.65NORMA & ASTM D4318 " 1993 S'()*(+* ',-' M,'./* 0/+ L12%1* L131'4 P5(-'1$ L131'4 ()* P5(-'1$1'6 I)*,7 /0 S/15-.NORMA & ITINTEC 3394129 " N/+3( T,$)1$( P,+%()( " P(+'. 19991450 ( 2400LIMITES DE CONSISTENCIALIMITE #LASTI"O0.00METODO DE ENSAYO PARA DETERMINAR EL LIMITE LIQUIDO. LIMITE PLASTICO* E INDICE DE PLASTICIDAD DE LOS SUELOSCURVA DE 4L UI DEZCUR!A DE FLUIDE8LABORATORIO DE ENSA'O DE MATERIALESME"ANI"A DE SUELOS ' AS(ALTOINFORME N DS004522042015 #)*+,+-./+- #-0),*-1O2/ "/.*)/ A*).,+-. U2+,/,+3. (),4/ 5) ),)6,+3. T4785/09 M/0 289 2015 (),4/ 5) ):+8+3.ANALISIS GRANULOMETRICO NTP 339,128ASTM D422"35+g- ASTM D42263!2007"#1NTP 339.128$1999T;*7 "/
