CBR 9no Corregido

8/18/2019 CBR 9no Corregido

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GRANULOMETRIA L. DE CONSIS T-Nº4 T-Nº10 T-Nº40 T-Nº200 L.L.

100 99.4818211 92.6418597 33.3829215MOLDE NUMERONUMERO DE CAPAS

NRO. DE GOLPES 1

ANTES DE EMBEBIMIENTO

P. m!"#$% &m'm()*! 12768P!"( *!) m()*! 8039P. m!"#$% &m!*% 4729+(),m! *! )% m!"#$% 2314DENSIDAD UMEDA 2.0436473639CALCULO DE / DE UMEDADES DE COMPACTACION

RECIPIENTE 3P!"( *!) $!. 0M!"#$% &m!*% ' #%$% 259.1M!"#$% "!% ' #%$% 240.7P!"( *!) %% 18.4M!"#$% "!% 240.7/ DE UMEDAD 0.0764437059DENSIDAD SECA 1.8985176398DEND. MA. DE LAB. 2.106354516/ DE DENSIDAD MAIMA 90.1328634583

DETERMINACION DE LA EPANSION

ECA ORA

41551 0.37541552 0.37541553 0.4166666741554 0.4583333341555 0.5

ENSAO DE CARGA CALCULO DEL /C.B.R.PENETRACION MOLDE Nº 6 12G

L!#$% C%$% E"%PULG. CM. D%) .

0 0 0 00.025 0.0635 6 2.74892554

0.05 0.127 15 33.7259413

CONDICIONES DE LAMUESTRA



0.075 0.1905 20 50.93399450.1 0.254 35 102.552154

0.15 0.381 48 147.2806120.2 0.508 68 216.0804250.3 0.762 99 322.6885150.4 1.016



TENCIA CLASIICACION DEL SUELOL.P. I.P. NORMA AASTO SUCS

A-2-4 0 SM-SC25

2 25


12970 12998 131508039 8006 80064931 4992 51442314 2322 2322

2.1309420916 2.149870801 2.2153316107 EMBEBIMIENTO

5 2 50 0 0350.3 200 340.6300.9 186.2 300.949.4 13.8 39.7300.9 186.2 300.9

0.1641741442 0.0741138561 0.13193752081.8304324161 2.0015297158 1.95711474362.106354516 2.106354516 2.106354516

86.9004909774 95.0234018332 92.9147837505

MOLDE N(.12G*%" LECTURA EPANSION LECTURA

ETENS. P) / ETENS.0 0 01 0 0 0.000/ 02 0 0 0.000/ 03 97 0.097 1.937/ 864 100 0.1 1.997/ 91

PR 60)!" MOLDE Nº11 25G()!"

CBR ($$!*( L!#$% C%$% E"%(m2 m2 / D%) . m2

0 0 0 00.14111527 7 6.19097618 0.317811921.73131116 20 50.9339945 2.61468144

DESPUES DEEMBEBIMIENTO


TIEMPO TRANSCURRIDO:DIAS;



2.61468144 35 102.552154 5.26448435.2644843 5.2644843 7.52069185 55 171.362367 8.79683609

7.56060639 80 257.352633 13.211120811.0924243 11.0924243 10.5642136 110 360.507952 18.506568416.5651188 150 497.992378 25.5642904



ENSAO DE COMPACTACION-PROCTOR T-180DENSIDAD SECA :$m<3; /UMEDAD OPTIMA2.10635452 $m3 7.56/

15

56


13573 136308329 83295244 53012314 2314

2.2662057044 2.2908383751

1 20 0214 370.2

199.2 330.314.8 39.9199.2 330.3

0.0742971888 0.12079927342.1094774594 2.04393278042.106354516 2.106354516

100.1482629546 97.0365038206

OLDE N(.25G MOLDE N(.56GEPANSI=N LECTURA EPANSI=Nm. / ETENS. m. /

00 0.000/ 0 0 0.000/0 0.000/ 0 0 0.000/

0.086 1.716/ 76 0.076 1.518/0.091 1.816/ 83 0.083 1.657/

MOLDE Nº12 56G()!"CBR ($$!*( L!#$% C%$% E"%( CBR ($$!*m2 / D%) . m2 m2

0 0 08 9.63298682 0.49450651

25 68.1410477 3.4980004




45 136.959261 7.030762868.79683609 12.5669087 75 240.15658 12.3283665 12.3283665

110 360.507952 18.506568418.5065684 17.6253032 140 463.627271 23.8001679 23.8001679

190 635.412803 32.6187271



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CBR 9no Corregido