ma/ JD~ EJECUCiÓN DE OBRAS DE LA MALLA VIAL, avial Versión ...€¦ · -Debido a las variables relativas a la medición de los espesores no es posible determinar con exactitud la

CONTRATISTA: CONSULTOR:DIAG- 074-09

"'""'~;O" JD~ EJECUCiÓN DE OBRAS DE LA MALLA VIAL,Versión 2ma/ avial INGENIERIAEN vlAs ARTERIAL, INTERMEDIA Y LOCAL GRUPO

TERRESTRES 6- ETAPA PREVIAPágina 6 de 16

ANEXO 5. RESULTADOS DE MEDICiÓN CON GEORADAR

INFORME DE DIAGNÓSTICO

UNIVERSIDAD DE LOS ANDESDEPARTAMENTO DE INGENIERiA CIVIL Y AMBIENTALLABORATORIO DE ESTRUCTURAS GEOTECNIA y PAVIMENTOS

Formato de EnsayoPE P-51A

MEDICiÓN DE ESPESORES EN CAPAS DE PAVIMENTOS MEDIANTE GEORADAR

ORDEN DE TRABAJO:M;

061 - E - 09

Localidad: Avenida Boraca desde Calle 6SA a Río Salitre

Fecha de ensayo: 1:..:3::../0"'3::./=.20"'0"'9=-- _

NODO FIN lOHO~"AOME1)I(){ml $UPfI\ACII! ASFALTO GMNUl.Mt GRANULAR OBSERVACIONES

Flexible 15.59 43.44 42.85 Carril 10 de Sur A Norte Calzada LentaFlexible 16.07 42.96 42.94

Flexible 15.90 43.00 43.01

Flexible 15.11 43.72 43.09

Flexible 18.72 40.69 42.78Flexible 18.77 40.59 42.77 Presenta un cambios diferenciales de mas de 5cm

Flexible 15.60 43.49 42.85 Presenta un cambios diferenciales de mas de 5cm

Flexible 17.06 42.04 42.97 Presenta un cambios diferenaales de mas de 5cm

Flexible 17.05 42.17 42.79 Presenta un cambios diferenciales de mn de 5cm

Flexible 20.12 39.22 42.81 Presenta un cambios diferenCIales de mas de 5cm



Flexible 19.07 40.11 42.82Flexible 19.10 39.99 42.79

Flexible 13.46 45.31 42.90 Presenta un cambios diferenciale. de mas de 5cm

Flexible 10.81 47.91 42.83

Flexible 10.81 47.91 42.83

Flexible 9.90 48.76 42.82

Flexible 8.96 49.49 43.03

Flexible Segmento ya recortado en los carriles ra idos

NJIIEltACIOMINT'!RN.II ceje NOMeNCLAlUM.

10008212 1010008150 1010008010 1010010137 1010007937 1010007798 1010007678 1010007526 1010007477 1010007434 1010007367 1010007207 1010007085 10

10006902 1010006657 1010006772 10

10006601 1010006490 1010010140 1010010119 10

CUENTE: APC LTDA.EL PRESENTE ENSAYO NO PODRÁ REPRODUCIRSE NI PARCIAL NI TOTALMENTE SIN LA APROBACiÓN POR PARTE DEL DIRECTOR DEL LABORATORIO

LOS RESULTADOS DE ESTE ENSAYO SOLO SON APLICABLES A LAS MUESTRAS ENSAYADAS.

OBSERVACIONES GENERALES:-La calibración del equipo se realizo de acuerdo a la norma ASTM D 4748-06.-El valor de las capas asfálticas y granulares esta dado por el primer cambio de densidad reportado por el radagrama.-La medida de los espesores esta dada por el promedio de la longitud total del segmento.-Debido a las especificaciones del equipo en algunos casos no es posible determinar la profundidad de la subrasante.

de la ca a ranular 2.

-Las ultimas capas granulares reportadas son la finalización de la atenuación del radagrama.-Los segmentos presentan cambios diferenciales menores de 5 cm.-Debido a las variables relativas a la medición de los espesores no es posible determinar con exactitud la profundidad final

Alejandro Peña LeónIngeniero de Proceso

Héctor Eduardo PérezDirector

Fecha de Impresión. 2410412009 1/2 Archivo: INFORME Calle 66A a Rie Salitre-lenta xts

EYOPROBADO

n00059

UNIVERSIDAD DE LOS ANDESDEPARTAMENTO DE INGENIERíA CIVIL Y AMBIENTALLABORATORIO DE ESTRUCTURAS GEOTECNIA y PAVIMENTOS

Fonnato de EnsayoPE P-51A


ORDEN DE TRABAJO: Localidad: Avenida Boyaca desde Rio Salitre a Calle SSA

Fecha de ensayo: ---'1-'-1/'-'O-"3'-'/2"'0.o.o9~ _061 - E - 09

NLlIIIVlACIOHIIflUIU CC_IO NOMENClATVRA NODOINI NOOOflN LOHG_I'ROMEOIO(ml SUPERACIf: ASFALTO GRANULAR 1 GRANULAR 2 OBSERVACIONES

ami 4 e NorteA ::iur alza a~entaSegmento ya reportado en tos carriles r!Q!dos

11.48 49.40 31.76

10.59 50.06 31.75

9.14 51.25 31.72

9.59 50.85 31.8313.43 44.30 323511.88 45.94 321512.63 45.01 323913.81 43.94 32.40

12.37 45.45 32.2513.12 44.76 32.2111.91 44.92 3223

13.05 44.74 32.3114.31 45.78 32.30 Presenta un cambios diferenciales de mas de 5cm

16.76 45.40 32.2518.57 43.44 3217 Presenta un cambtos diferenaales de mas de 5cm

34.81 32.21 321937.41 29.46 32.3336.45 29.53 32.13

38.38 29.60 32.14

10010"9 Flexible10010140 Flexible10006490 Flexible10006601 Flexible10006772 Flexible10006857 Flexible10006902 Flexible10007085 Flexible10007207 Flexible10007387 Flexible10007434 Flexible10007477 Flexible10007526 Flexible10007678 Flexible10007798 Flexible10007937 Flexible10010137 Flexible10008010 Flexible10008150 Flexible10008212 Flexible

CLIENTE: APC LTDA.El PRESENTE ENSAYO NO PODRÁ REPRODUCIRSE NI PARCIAL NI TOTALMENTE SIN lA APROBACiÓN POR PARTE OEL OIRECTOR DEL lABORATORIO

LOS RESULTADOS DE ESTE ENSAYO SOLO SON APLICABLES A lAS MUESTRAS ENSAYADAS.

OBSERVACIONES GENERALES:-La calibración del equipo se realizo de acuerdo a la norma ASTM D 4748-06.-El valor de las capas asfálticas y granulares esta dado por el primer cambio de densidad reportado por el radagrama.-La medida de los espesores esta dada por el promedio de la longitud total del segmento.-Debido a las especificaciones del equipo en algunos casos no es posible determinar la profundidad de la subrasante.-Los segmentos presentan cambios diferenciales menores de 5 cm.-Debido a las variables relativas a la medición de los espesores no es posible determinar con exactitud la profundidad finalde la ca a ranular 2.



Fecha de Impresión: 24/0412009 212 ArchIVO. INFORME Calle SSA aRio aanee-teota Xl5

UNIVERSIDAD DE LOS ANDESDEPARTAMENTO DE INGENIERIA CIVIL Y AMBIENTALLABORATORIO DE ESTRUCTURAS GEOTECNIA y PAVIMENTOS

Fonnato de EnsayoPE P-51A


ORDEN DE TRABAJO: Localidad: Avenida Boyaca desde Calle 52 A Calle 66

Fecha de ensayo: ----'1..:;1/"'0.::.3/"'2.::.0"-09=---- _061 - E - 09

ASFAL.TO .....•.... GRANULAIIt 08SERVAOONfS

7.89 51.06 51.77 Carril 8 de Sur A Norte Calzada Rapida7.86 51.08 51.76

6.72 52.01 51.92

8.36 50.59 52.05

8.65 50.45 51.63

8.47 50.36 51.94

7.80 51.02 51.828.46 50.44 51.87

7.57 51.34 42.45

8.47 50.40 42.59

10009566 Flexible10009502 Flexible

10009437 Flexible10009389 FlelCible10009370 Flexible

10008844 Flexible10008764 Flexible10006698 Flexible

10008558 Flexible10008532 Flexible

Flexible 9.15 38.10 5512 Carril 6 de Norte A Sur Calzada RápidaFle)(ible 7.60 39.72 54.76


Flexible 8.09 51.01 42.24



Flexible 5.63 53.64 50.64

10008532

10008558

10008698

1000876410008844

10009370

10009389

10009437

1000950210009566

CLIENTE: APC LTDA.EL PRESENTE ENSAYO NO pooRA REPROQUCIRSE NI PARCIAL NI TOTALMENTE SIN LA APROBACiÓN POR PARTE DEL DIRECTOR DEL LABORATORIO

LOS RESULTADOS DE ESTE ENSAYO SOLO SON APLICABLES A LAS MUESTRAS ENSAYADAS.

OBSERVACIONES GENERALES:-La calibración del equipo se realizo de acuerdo a la norma ASTM 04748-06.-El valor de las capas asfálticas y granulares esta dado por el primer cambio de densidad reportado por el radagrama.-La medida de los espesores esta dada por el promedio de la longitud total del segmento.-Debido a las especificaciones del equipo en algunos casos no es posible determinar la profundidad de la subrasante.-Las ultimas capas granulares reportadas son la finalización de la atenuación del radagrama.-Los segmentos presentan cambios diferenciales menores de 5 cm.-Debido a las variables relativas a la medición de los espesores no es posible determinar con exactitud la profundidad finalde la ca a ranular 2 .•. La inspección realizada con el georadar en estos segmentos arroja resultados que difieren de la información de los apiquessuministrados por el diente.



Fecha de Impresión: 29104f2009 111 Archivo: INFORME Calle 52 a Calle 66- Todas.xls

EYOPROBADO

n00058

UNIVERSIDAD DE LOS ANDESDEPARTAMENTO DE INGENIERíA CIVIL Y AMBIENTALLABORATORIO DE ESTRUCTURAS GEOTECNIA y PAVIMENTOS

Formato de EnsayoPE P-51A


CLIENTE: APC LTDA.EL PRESENTE ENSAYO NO PODRÁ REPRODUCIRSE NI PARCIAL NI TOTALMENTE SIN LA APROBACIÓN POR PARTE DEL DIRECTOR Del LABORATORIOLOS RESULTADOS DE eSTE ENSAYO SOLO SON APLICABLES A LAS MUESTRAS ENSAYADAS.

OBSERVACIONES GENERALES:-La calibración del equipo se realizo de acuerdo a la norma ASTM D 4748-06.-El valor de las capas asfálficas y granulares esta dado por el primer cambio de densidad reportado por el radaqrama.-La medida de los espesores esta dada por el promedio de la longitud total del segmento.-Debido a las especificaciones del equipo en algunos casos no es posible determinar la profundidad de la subrasante.-Las ultimas capas granulares reportadas son la finalización de la atenuación del radagrama.-Los segmentos presentan cambios diferenciales menores de 5 cm.-Debido a las variables relativas a la medición de los espesores no es posible determinar con exactitud la profuncidad finalde la ca a ranular 2.

,. La inspección realizada con el georadar en estos segmentos arroja resultados gue difieren de la información de los apiguessuministrados por el cliente.



Fecha de Impresión: 29/0412009 111 Archivo: INFORME Calle 52 a Calle 66-Todas.xls

CONTRATISTA: CONSULTOR:DIAG- 074-09t: J¿oNI EJECUCiÓN DE OBRAS DE LA MALLA VIAL,

consorcio Versión 2ma avial INGENIERIA EN VIASARTERIAL, INTERMEDIA Y LOCAL GRUPO

TERRESTRES 6- ETAPA PREVIAPágina 7de 16

ANEXO 6. DETERMINACiÓN DE PCI- PROGRAMA UNALPCIA


PROCESADOR AUTOMÁTICO DE DATOS PARA EL CÁLCULO DEL PAVEMENT CONDITION INDEXPor: Luis Ricardo Vásquez VarelaPavimentos asfálticos

ArchivoCódigo víaFecha inspecciónAbscisa inicialAbscisa finalUnidadÁrea unidad _m2

av Boyaca-10007085CLNS.csv1000708519-03-09KO+030.00KO+060.00002213.00

Daño (severidad) unidad Densidad(%) Valor deducidoCantidad

01.Piel de cocodrilo(M) _ m2: 013.60 006.38 040.603.Agriet. en bloque(M) _ rn2: 018.00 008.45 014.510.Grieta long/tran (M) - m : 030.00 014.08 022.113.Huecos (M) - un: 004.25 002.00 044.7

Número de deducidos: 4

Daño Valor deducido

13.Huecos (M) 044.7040.6022.1014.5

01.Pie1 de cocodrilo(M)10.Grieta long/tran (M)03.Agriet. en bloque(M)

Valor deducido más alto : 044.7Número admisible de deducidos (asfalto - carreteras): 06.08

PCI Sección : 030 Malo

VER ANEXO EN MEDIO MAGNETICO

,

CONTRATISTA: CONSULTOR:DIAG- 074-09W""~, J~.NI EJECUCiÓN DE OBRAS DE LA MALLA VIAL

ma' avial INGENIERIA EN vlAsARTERIAL, INTERMEDIA Y LOCAL GRUPO' Versión 2


ANEXO 7. ANÁLISIS DEFLECTOMÉTRICO


ANALlSIS DE DEFLEXIONES CALZADA LENTA NORTE SUR

DATOS CRUDOS CORRECCION CARGA VALOR PROMEDIO

Distance ImP Load DO 01 02 03 04 05 06 Al, Pa ve TIME DO 01 02 03 04 05 06 DO SEGMENTO DO 01 02 03 04 05 06FACTOR DE

m Num kN lum lum lum I um lurn um um 'C 'C um um um um urn um um CORRECCION r- um um um ~m ~m um um umO 2 38.4 591 309 175 115 84 72 67 13 17 01:00:53 615.6 321.9 182.3 119.8 87.5 75.0 69.8 1.06 652.6O 3 38.5 578 308 171 117 80 69 65 13 17 01:01:21 600.5 317.9 177.7 121.6 83.1 71.7 67.5 1.06 636.6O 4 38.4 573 307 174 116 84 72 64 13 17 01:01:53 596.9 319.8 181.3 120.8 87.5 75.0 68.7 1.06 632.7 10010140 640.60 319.86 180.40 120.73 66.04 73.90 68.00

30 2 38.8 521 314 207 103 108 73 65 13 17 01:02:59 537.1 323.7 213.4 106.2 111.3 75.3 67.0 1.06 569.330 3 38.5 521 311 212 128 101 73 64 13 17 01:03:30 541.3 323.1 220.3 133.0 104.9 75.8 66.5 1.06 573.830 4 38.8 507 308 201 123 99 73 66 13 17 01:03:59 525.4 319.2 208.3 127.5 102.6 75.6 68.4 1.06 556.9 10010140 566.68 322.00 213.98 122.21 106.29 75.58 67.30

60 2 39.3 417 232 137 98 63 60 49 13 17 01:05:09 424.4 236.1 139.4 97.7 84.1 61.1 49.9 1.06 449.980 3 39.3 407 232 134 94 64 81 49 13 17 01:05:33 414.2 236.1 136.4 95.7 65.1 62.1 49.9 1.06 439.160 4 39.1 406 231 133 95 70 60 49 13 17 01:05:57 415.3 236.3 138.1 97.2 71.6 61.4 50.1 1.06 440.3 10010140 443.09 236.19 137.30 96.66 66.96 61.51 49.96

90 2 38.8 623 329 166 110 75 61 56 13 17 01:10:51 642.3 339.2 171.1 113.4 77.3 62.9 57.7 1.06 680.890 3 38.8 610 326 169 112 72 61 56 13 17 01:11:16 626.9 336.1 1742 115.5 74.2 62.9 57.7 1.06 666.690 4 38.7 596 320 169 111 77 61 55 13 17 01:12:08 616.0 330.7 174.7 114.7 79.6 63.0 56.8 1.08 653.0 10010140 666.79 335.34 173.35 114.53 77.04 62.94 57.44

120 2 38.9 581 312 171 114 88 71 63 13 17 01:13:07 576.9 320.8 175.8 117.2 90.5 73.0 84.8 1.06 611.5120 3 39.1 545 308 173 120 68 17 67 13 17 01:14:07 557.5 315.1 177.0 122.8 68.0 78.8 58.5 1.06 591.0120 4 39.2 539 309 172 110 87 17 63 13 17 01:14:30 550.0 315.3 175.5 112.2 88.8 78.6 64.3 1.06 583.0 10010140 595.16 317.07 176.11 117.41 89.08 76.78 65.87

150 2 38.7 597 407 227 137 92 65 58 13 17 01:15:42 617.1 420.7 234.6 141.6 95.1 67.2 59.9 1.06 654.1150 3 38.7 578 403 224 138 88 65 52 13 17 01:16:33 597.4 416.5 231.5 142.8 91.0 67.2 53.7 1.06 633.3150 4 38.9 580 406 229 142 91 63 56 13 17 01:16:56 596.4 417.5 235.5 146.0 93.6 64.8 57.6 1.06 632.2 10010140 639.84 41823 233.86 143.42 93.21 86.38 57.09

30 2 39.5 453 257 141 79 57 53 41 13 17 01:20:21 458.7 260.3 142.8 80.0 57.7 53.7 41.5 1.06 486.330 3 39.4 446 255 141 80 80 52 38 13 17 01:20:45 452.8 258.9 143.1 81.2 60.9 52.8 38.6 1.06 480.030 4 39.3 445 255 141 84 59 53 38 13 17 01:21:09 452.9 259.5 143.5 85.5 80.1 53.9 38.7 1.06 480.1 10006490 482.11 259.56 143.15 82.24 59.56 53.47 39.59

60 2 39.8 386 258 177 131 98 79 72 13 17 01:22:53 389.8 259.3 177.9 131.7 98.5 79.4 72.4 1.06 392.060 3 39.8 380 257 172 129 96 17 68 13 17 01:23:17 363.6 259.6 173.7 130.3 97.0 77.8 68.7 1.06 385.560 4 39.8 358 256 172 127 98 78 71 13 17 01:23:42 361.6 258.6 173.7 128.3 99.0 78.8 71.7 1.06 363.3 10006490 386.94 259.16 175.12 130.08 96.15 78.65 70.92

17 1 39.4 305 212 121 70 43 37 33 15 20 21:39:07 309.6 215.2 122.8 71.1 43.7 37.6 33.5 1.00 309.617 2 39.9 297 205 119 71 45 40 36 15 20 21:39:15 297.7 205.5 119.3 71.2 45.1 40.1 38.1 1.00 297.717 3 39.7 295 204 118 70 44 39 35 15 20 21:39:23 297.2 205.5 118.9 70.5 44.3 39.3 35.3 1.00 297.2 10008532 301.54 208.76 120.34 70.92 44.37 38.99 34.95

30 1 40.4 128 62 72 55 35 29 21 15 20 21:42:08 126.7 81.2 71.3 54.5 34.7 28.7 20.8 1.00 126.730 2 41 124 83 63 48 34 26 20 15 20 21:42:22 121.0 81.0 61.5 46.8 33.2 25.4 19.5 1.00 121.030 3 41.2 124 88 69 53 34 27 21 15 20 21:42:32 120.4 83.5 67.0 51.5 33.0 26.2 20.4 1.00 120.4 10008532 122.70 81.89 66.58 50.91 33.61 26.76 20.23

60 1 40.7 96 73 60 46 41 33 29 15 20 21:44:17 94.3 71.7 59.0 452 40.3 32.4 28.5 1.00 94.360 2 41.1 94 69 60 52 40 28 28 15 20 21:44:46 91.5 67.2 58.4 50.6 38.9 27.3 27.3 1.00 91.560 3 41.1 95 75 62 57 40 32 28 15 20 21:44:56 92.5 73.0 60.3 55.5 38.9 31.1 27.3 1.00 92.5 10008532 92.78 70.63 59.23 5Q.43 39.38 30.28 27.67

90 1 40.7 146 110 83 64 47 38 29 15 20 21:45:52 143.5 108.1 81.6 62.9 46.2 37.3 28.5 1.00 143.590 2 41 146 110 86 67 50 42 33 15 20 21:46:00 142.4 107.3 83.9 65.4 48.8 41.0 32.2 1.00 142.490 3 40.8 147 110 87 69 50 39 33 15 20 21:46:10 144.1 107.8 85.3 67.6 49.0 38.2 32.4 1.00 144.1 10008532 143.35 107.76 83.59 65.30 48.00 38.85 31.02

O 1 40.6 119 94 69 51 35 26 21 18 20 21:50:13 1172 92.6 68.0 502 34.5 25.6 20.7 1.00 117.2O 2 40.7 117 105 66 36 31 24 21 16 20 21:50:38 115.0 103.2 64.9 35.4 30.5 23.8 20.6 1.00 115.0O 3 40.8 125 96 74 57 41 33 26 16 20 21:50:49 122.5 94.1 72.5 55.9 402 32.4 25.5 1.00 122.5 10008558 118.26 96.64 66.46 47.17 35.05 27.19 22.27

ANÁLISIS DE DEFLEXIONES CALZADA LENTA NORTE SUR


Dlstance Imp Load DO 01 02 03 04 05 06 Al, Pave TIME DO DI 02 03 04 05 06 DO SEGMENTO DO DI 02 03 04 05 06

~ ¡n11_ [p_m \lmFACTOR DE

_~mm Num kN 'pm ipm [pm [pm 'C 'C -pm pm pm pm pm -pm CORRECCION 1'" jJ111 pm pm pm pm pm pm

30 1 40.8 143 115 93 81 58 48 38 16 20 21:51:45 140.2 112.7 91.2 79.4 56.9 47.1 37.3 1.00 140.230 2 40.7 143 116 94 75 62 53 43 16 20 21:52:03 140.5 114.0 92.4 73.7 60.9 52.1 42.3 1.00 140.530 3 40.5 138 111 92 75 56 48 38 16 20 21:52:27 136.3 109.6 90.9 74.1 55.3 47.4 37.5 1.00 136.3 10008558 139.01 112.13 91.47 75.73 57.70 48.85 39.02

O 1 40.3 172 134 111 91 62 51 42 16 20 21:58:45 170.7 133.0 110.2 90.3 61.5 50.6 41.7 1.00 170.7O 2 40.6 169 136 114 92 64 51 43 16 20 21:59:01 166.5 134.0 112.3 90.6 63.1 50.2 42.4 1.00 166.5O 3 40.6 165 125 102 89 62 49 40 16 20 21:59:11 162.6 123.2 100.5 87.7 61.1 48.3 39.4 1.00 182.6 10008698 168.59 130.05 107.66 89.55 61.89 49.71 41.15

3D 1 40.9 159 130 107 92 87 55 48 18 20 22:00:56 155.5 127.1 104.8 90.0 85.5 53.8 45.0 1.00 155.53D 2 40.9 157 127 106 90 66 56 47 16 20 22:01:10 153.5 124.2 103.7 88.0 66.5 54.8 48.0 1.00 153.530 3 41.1 155 127 104 85 66 54 44 16 20 22:01:19 150.9 123.6 101.2 82.7 64.2 52.6 42.8 1.00 150.9 10008698 153.30 124.98 103.18 86.91 65.42 53.70 44.59

60 1 40.7 164 123 103 89 50 36 20 16 20 22:02:14 161.2 120.9 101.2 67.5 49.1 37.3 19.7 1.00 161.260 2 40.6 165 137 110 84 65 55 47 16 20 22:02:53 162.6 135.0 108.4 82.8 64.0 54.2 46.3 1.00 162.660 3 40.6 163 135 108 92 60 53 42 16 20 22:04:43 160.6 133.0 106.4 90.6 59.1 52.2 41.4 1.00 160.6 10008698 181.44 129.62 105.34 86.96 57.43 47.92 35.78

O 1 40.6 131 103 88 75 57 48 39 16 20 22:07:28 129.1 101.5 88.7 73.9 56.2 47.3 38.4 1.00 129.1O 2 40.9 133 104 87 76 59 49 41 16 20 22:07:37 130.1 101.7 85.1 74.3 57.7 47.9 40.1 1.00 130.1O 3 41.1 131 104 83 70 58 54 40 16 20 22:07:49 127.5 101.2 80.8 68.1 56.4 52.6 38.9 1.00 127.5 10008764 128.88 101.47 84.19 72.12 56.77 49.26 39.15

3D 1 40.8 132 104 93 85 54 47 39 16 20 22:08:36 129.4 102.0 91.2 83.3 52.9 46.1 38.2 1.00 129.43D 2 40.8 129 103 94 87 54 48 39 16 20 22:08:48 126.5 101.0 92.2 85.3 52.9 47.1 38.2 1.00 126.53D 3 40.9 131 105 98 91 53 47 39 16 20 22:09:09 128.1 102.7 95.8 89.0 51.8 46.0 38.1 1.00 128.1 10008764 128.00 101.88 93.06 85.88 52.57 46.37 38.20

80 1 40.5 127 110 88 59 56 42 36 16 20 22:10:17 125.4 108.6 84.9 58.3 55.3 41.5 35.6 1.00 125.460 2 40.8 132 111 99 82 58 51 42 16 20 22:11:17 129.4 108.8 97.1 80.4 56.9 50.0 41.2 1.00 129.480 3 40.9 135 115 107 100 59 54 45 16 20 22:11:31 132.0 112.5 104.6 97.8 57.7 52.8 44.0 1.00 132.0 10008784 128.96 109.98 95.55 78.82 56.62 48.10 40.25

O 1 40.4 118 92 84 68 46 41 34 18 20 22:12:50 116.8 91.1 83.2 67.3 45.5 40.6 33.7 1.00 116.8O 2 40.6 118 94 85 74 46 41 34 16 20 22:13:05 116.3 92.6 83.7 12.9 45.3 40.4 33.5 1.00 116.3O 3 40.7 118 93 85 73 45 40 34 16 20 22:13:13 116.0 91.4 83.5 71.7 44.2 39.3 33.4 1.00 116.0 10008844 116.35 91.10 83.48 70.66 45.03 40.10 33.53

30 1 40.7 182 132 102 89 63 66 46 16 20 22:13:58 178.9 129.7 100.2 87.5 61.9 55.0 45.2 1.00 178.930 2 40.9 179 138 112 89 64 56 48 16 20 22:14:17 175.1 135.0 109.5 87.0 62.6 54.8 46.9 1.00 175.13D 3 41 178 131 101 88 63 55 47 16 21 22:15:25 173.7 127.8 98.5 85.9 81.5 53.7 45.9 0.98 170.2 10008844 174.71 130.83 102.77 86.79 61.99 54.49 46.00

60 1 40.7 132 106 90 80 56 49 42 16 20 22:17:22 129.7 104.2 88.5 78.6 55.0 48.2 41.3 1.00 129.760 2 41.2 131 106 89 76 55 48 42 16 20 22:17:32 127.2 102.9 86.4 73.8 53.4 46.6 40.8 1.00 127.260 3 41.1 132 105 88 76 57 49 43 16 20 22:17:40 128.5 102.2 85.6 74.0 55.5 47.7 41.8 1.00 128.5 10008844 128.46 103.09 86.83 75.46 54.84 47.48 41.30

90 1 40.5 117 85 69 51 47 43 35 16 21 22:18:51 115.6 84.0 68.1 50.4 46.4 42.5 34.6 0.98 113.290 2 41 116 83 67 56 49 41 37 16 21 22:19:04 113.2 81.0 65.4 54.6 47.8 40.0 36.1 0.98 110.990 3 41.1 116 83 66 57 48 44 36 16 21 22:19:12 112.9 80.8 64.2 55.5 46.7 42.8 35.0 0.98 110.6 10008844 111.60 81.90 65.92 53.49 46.98 41.78 35.23

2 1 40.8 209 165 139 118 92 78 63 15 20 22:32:20 204.9 161.8 136.3 115.7 90.2 76.5 61.8 1.00 204.92 2 41.2 210 166 139 119 91 79 62 15 20 22:32:28 203.9 181.2 135.0 115.5 88.3 76.7 60.2 1.00 203.92 3 41.4 210 167 142 121 93 79 64 15 20 22:32:36 202.9 161.4 137.2 116.9 89.9 76.3 61.8 1.00 202.9 10009370 203.89 161.43 136.14 116.04 89.47 76.50 61.26

1».-0::D·0al~·,cO



Distance Imp Load DO 01 02 03 04 05 06 Air Pave TIME DO 01 02 03 04 05 06 DO SEGMENTO DO 01 02 03 04 05 06FACTOR DE

m Num kN I~m I~m I~m I~m I~m lum l um ·C ·C um um m um um um um CORRECCION r- m um um um .~m pm pm pm

30 1 40.5 135 116 102 87 72 63 53 15 20 22:35:10 133.3 114.6 100.7 85.9 71.1 62.2 52.3 1.00 133.330 2 41 122 117 103 92 76 65 55 15 20 22:35:19 119.0 114.1 100.5 89.8 74.1 63.4 53.7 1.00 119.030 3 41 143 113 103 93 71 63 54 15 20 22:35:28 139.5 110.2 100.5 90.7 69.3 61.5 52.7 1.00 139.5 10009370 130,62 112.99 100.57 88.80 71.51 62.37 52.90

O 1 41 171 143 126 109 86 72 58 16 21 22:37:53 166.8 139.5 122.9 106.3 83.9 70.2 56.6 0.98 163.5O 2 41.3 171 143 127 111 87 74 60 16 21 22:38:04 165.6 138.5 123.0 107.5 84.3 71.7 58.1 0.98 162.3O 3 41.1 171 143 127 110 86 72 58 16 21 22:38:12 166.4 139.2 123.6 107.1 83.7 70.1 56.4 0.98 163.1 10009389 162.96 139.06 123.18 106.97 83.95 70.66 57.05

30 1 40.7 136 118 105 95 77 67 55 16 21 22:39:31 133.7 116.0 103.2 93.4 75.7 65.8 54.1 0.98 131.030 2 41.1 137 117 106 97 79 54 56 16 21 22:39:39 133.3 113.9 103.2 94.4 76.9 52.6 54.5 0.98 130.730 3 40.9 137 119 106 96 78 68 56 16 21 22:39:47 134.0 116.4 103.7 93.9 76.3 66.5 54.8 0.98 131.3 10009389 130.99 115.41 103.34 93.89 7628 61.64 54.44

O 1 41.1 124 103 95 86 71 64 51 16 21 22:41:32 120.7 100.2 92.5 83.7 69.1 62.3 49.6 0.98 118.3O 2 41 126 104 95 86 71 61 50 16 21 22:41:50 122.9 101.5 92.7 83.9 69.3 59.5 48.8 0.98 120.5O 3 41 127 105 97 89 72 67 53 16 21 22:42:04 123.9 102.4 94.6 86.8 70.2 65.4 51.7 0.98 121.4 10009437 120.05 101.38 93.26 84.81 69.54 62.39 50.04

30 1 41.1 125 96 83 75 61 56 46 16 21 22:43:04 121.7 93.4 80.8 73.0 59.4 54.5 44.8 0.98 119.230 2 41.3 125 95 83 76 62 55 47 16 21 22:43:15 121.1 92.0 80.4 73.6 60.0 53.3 45.5 0.98 118.630 3 41.3 124 94 84 74 61 54 46 16 21 22:43:24 120.1 91.0 81.4 71.7 59.1 52.3 44.6 0.98 117.7 10009437 118.52 92.16 80.84 72.76 59.50 53.36 44.95

60 1 41.2 152 123 112 100 78 62 56 16 21 22:46:45 147.6 119.4 108.7 97.1 75.7 60.2 54.4 0.98 144.660 2 41.2 145 116 102 88 72 57 49 16 21 22:46:55 140.8 112.6 99.0 85.4 69.9 55.3 47.6 0.98 138.060 3 41.2 150 122 106 94 77 64 55 16 21 22:47:07 145.6 118.4 102.9 91.3 74.8 62.1 53.4 0.98 142.7 10009437 141.77 116.83 103.56 91.26 73.46 59.22 51.78

90 1 40.4 165 135 118 104 84 73 59 16 21 22:51:24 163.4 133.7 116.8 103.0 83.2 72.3 58.4 0.98 160.190 2 40.7 164 135 119 106 84 73 59 16 21 22:51:32 161.2 132.7 117.0 1042 82.6 71.7 58.0 0.98 158.090 3 40.7 171 139 127 112 88 79 64 16 21 22:51:40 168.1 136.6 124.8 110.1 86.5 77.6 62.9 0.98 164.7 10009437 160.92 134.32 119.53 105.74 84.07 73.89 59.77

120 1 40.9 106 79 71 63 48 45 38 16 21 22:52:31 103.7 77.3 69.4 61.6 46.9 44.0 37.2 0.98 101.6120 2 41.2 106 77 68 63 50 47 41 16 21 22:52:42 102.9 74.8 66.0 61.2 48.5 45.6 39.8 0.98 100.9120 1 41.2 104 76 71 63 46 44 38 16 20 22:53:37 101.0 73.8 68.9 61.2 44.7 42.7 36.9 0.98 99.0 10009437 100.47 75.27 68.13 61.31 46.72 44.12 37.95

169 1 41.1 227 176 145 120 89 72 55 16 20 23:00:20 220.9 171.3 141.1 116.8 86.6 70.1 53.5 1.00 220.9169 2 40.9 222 173 141 116 87 68 54 16 20 23:00:32 217.1 169.2 137.9 113.4 85.1 66.5 52.8 1.00 217.1169 3 40.9 225 177 144 118 88 70 56 16 20 23:00:45 220.0 173.1 140.8 115.4 86.1 68.5 54.8 1.00 220.0 10009437 219.36 171.20 139.95 115.21 85.92 68.35 53.70

O 1 41.1 227 176 145 120 89 72 55 16 20 23:00:20 220.9 171.3 141.1 116.8 86.6 70.1 53.5 1.00 220.9O 2 40.9 222 173 141 116 87 68 54 16 20 23:00:32 217.1 169.2 137.9 113.4 85.1 66.5 52.8 1.00 217.1O 3 40.9 225 177 144 118 88 70 56 16 20 23:00:45 220.0 173.1 140.8 115.4 86.1 68.5 54.8 1.00 220.0 10009502 219.36 171.20 139.95 115.21 85.92 68.35 53.70

30 1 41.2 105 86 78 68 54 48 40 16 20 23:04:23 101.9 83.5 75.7 66.0 52.4 46.6 38.8 1.00 101.930 2 41.6 106 86 79 71 55 49 41 16 20 23:04:31 101.9 82.7 76.0 68.3 52.9 47.1 39.4 1.00 101.930 3 41.3 105 85 77 68 54 48 40 16 20 23:04:39 101.7 82.3 74.6 65.9 52.3 46.5 38.7 1.00 101.7 10009502 101.85 82.84 75.42 66.72 52.54 46.74 39.00

60 1 41.1 119 103 87 78 65 56 51 16 19 23:05:31 115.8 100.2 84.7 75.9 63.3 54.5 49.6 1.02 118.160 2 40.9 117 96 88 79 65 58 48 16 19 23:05:39 114.4 93.9 86.1 77.3 63.6 56.7 46.9 1.02 116.760 3 41 118 96 88 80 65 58 49 16 19 23:05:48 115.1 93.7 85.9 78.0 63.4 56.6 47.8 1.02 117.4 10009502 117.42 95.93 85.53 77.07 63.41 55.94 48.13

90 1 40.8 162 132 116 103 75 66 54 16 20 23:07:15 158.8 129.4 113.7 101.0 73.5 64.7 52.9 1.00 158.890 2 41.1 161 130 112 96 77 66 56 16 20 23:07:23 156.7 126.5 109.0 93.4 74.9 64.2 54.5 1.00 156.790 3 40.7 158 126 110 95 75 65 55 16 20 23:07:30 155.3 123.8 108.1 93.4 73.7 63.9 54.1 1.00 155.3 10009502 156.93 126.59 110.28 95.93 74.06 64.27 53.83

O 1 40.8 144 119 104 92 71 61 52 15 20 23:10:45 141.2 116.7 102.0 90.2 69.6 59.8 51.0 1.00 141.2O 2 40.9 142 115 101 86 71 63 51 15 20 23:10:53 138.9 112.5 98.8 84.1 69.4 61.6 49.9 1.00 138.9O 3 40.8 144 116 101 88 71 60 52 15 20 23:11:01 141.2 113.7 99.0 86.3 69.6 58.8 51.0 1.00 141.2 10009566 140.41 114.29 99.92 86.86 69.55 60.08 50.61

30 1 40.9 135 112 100 90 71 64 55 15 19 23:12:38 132.0 109.5 97.8 88.0 69.4 62.6 53.8 1.02 134.730 2 40.9 133 109 95 86 70 62 52 15 19 23:12:45 130.1 106.6 92.9 84.1 68.5 60.6 50.9 1.02 132.730 3 41 135 111 96 87 71 62 53 15 19 23:12:53 131.7 108.3 93.7 84.9 69.3 60.5 51.7 1.02 134.3 10009566 133.90 108.14 94.79 85.67 69.06 61.24 52.12



Distance Imp load DO 01 02 03 04 05 06 Air Pave TIME DO 01 02 03 04 05 06 DO SEGMENTO DO 01 02 03 04 05 06FACTOR DE

m Num kN pm ~m I~m [um I~m Ipm m ·C ·C pm ~m pm pm ~m pm pm CORRECCION ,.. pm pm pm pm pm pm pm pm

O 1 40.5 223 161 139 93 66 42 35 14 19 22:53:45 220.2 176.6 137.3 91.9 65.2 41.5 34.6 1.02 224.7O 2 40.4 220 173 133 92 60 42 35 14 19 22:53:58 217.6 171.3 131.7 91.1 59.4 41.6 34.7 1.02 222.2O 3 40.5 220 169 132 90 61 45 36 14 19 22:54:07 217.3 166.9 130.4 88.9 60.2 44.4 35.6 1.02 221.6 10006601 222.82 172.32 133.11 90.61 61.61 42.50 34.93

35 1 36.9 400 226 134 86 55 42 32 14 19 23:02:06 411.3 232.4 137.6 66.4 56.6 43.2 32.9 1.02 419.535 2 39.3 381 214 155 66 55 45 31 14 19 23:02:17 367.8 217.6 157.8 67.5 56.0 45.6 31.6 1.02 395.535 3 39.4 376 220 126 83 57 44 31 14 19 23:02:36 383.8 223.4 127.9 64.3 57.9 44.7 31.5 1.02 391.4 10006601 402.17 224.52 141.16 66.74 56.80 44.55 31.98

60 1 39.8 713 275 110 69 45 35 25 14 19 23:03:35 716.6 276.4 110.6 69.3 45.2 35.2 25.1 1.02 730.960 2 39.4 658 276 114 67 46 36 25 14 19 23:03:48 668.0 280.2 115.7 66.0 46.7 36.5 25.4 1.02 681.460 3 39.4 646 275 114 69 45 37 26 14 19 23:04:07 655.8 279.2 115.7 70.1 45.7 37.6 26.4 1.02 669.0 10006601 693.75 278.59 114.01 69.14 45.67 36.43 25.63

90 1 39.1 753 309 146 92 64 47 37 14 19 23:05:10 770.3 316.1 149.4 94.1 65.5 48.1 37.9 1.02 785.790 2 39.5 699 300 145 94 65 47 35 14 19 23:05:22 707.8 303.8 146.8 95.2 65.8 47.6 35.4 1.02 722.090 3 39.7 663 296 145 94 65 46 35 14 19 23:05:33 688.2 298.2 146.1 94.7 65.5 46.3 35.3 1.02 701.9 10006601 736.56 306.05 147.43 94.67 65.60 47.34 36.19

120 1 39.1 356 224 137 82 46 35 28 15 19 23:06:47 366.2 229.2 140.2 83.9 47.1 35.8 28.6 1.02 373.6120 2 39.6 350 228 130 82 47 36 29 15 19 23:06:55 351.8 229.1 130.7 82.4 47.2 36.2 29.1 1.02 358.6120 3 39.7 349 222 133 60 47 36 26 15 19 23:07:03 351.6 223.7 134.0 60.6 47.4 36.3 26.2 1.02 358.7 10006601 363.66 227.33 134.94 62.30 47.22 36.09 26.67

) )

'J:--ol:JOOJ

~"CO

)



Distance Imp Load DO DI D2 D3 D4 D5 D6 Air Pave TIME DO DI D2 D3 D4 D5 D6 DO SEGMENTO DO DI 02 03 04 D6 06FACTOR DE

m Num kN I um I~ um l um um um l crn -c -c um um um m um um um CORRECCION r- um um -,,-m um um um pm um

3D 1 38.6 696 386 181 101 84 53 25 14 19 23:08:56 721.2 379.3 187.6 104.7 66.3 54.9 25.9 1.02 735.73D 2 38 632 358 186 105 84 54 24 14 19 23:09:10 665.3 376.8 195.8 110.5 67.4 56.8 25.3 1.02 678.630 3 38.1 621 349 187 97 65 54 26 14 19 23:09:21 652.0 366.4 196.3 101.8 68.2 56.7 27.3 1.02 665.0 10006772 693.08 374.17 193.23 105.68 87.31 56.15 26.16

60 1 39 547 319 183 98 62 46 37 14 19 23:10:44 561.0 327.2 187.7 100.5 63.6 47.2 37.9 1.02 572.260 2 38.9 538 320 188 111 60 48 37 14 19 23:10:53 553.2 329.0 193.3 114.1 61.7 49.4 38.0 1.02 564.360 3 38.9 538 321 181 108 62 46 38 14 19 23:11:08 553.2 330.1 186.1 111.1 63.8 47.3 39.1 1.02 564.3 10006772 566.93 328.77 189.04 108.57 63.01 47.95 38.36

90 1 38.4 565 351 194 120 92 65 53 14 19 23:12:07 588.5 365.6 202.1 125.0 95.8 67.7 55.2 1.02 600.390 2 38.9 548 354 201 121 93 65 51 14 19 23:12:26 563.5 364.0 206.7 124.4 95.6 66.6 52.4 1.02 574.890 3 38.9 538 356 196 120 88 84 51 14 19 23:12:49 553.2 366.1 201.5 123.4 90.5 65.6 52.4 1.02 564.3 10006772 579.79 365.23 203.44 124.27 93.98 66.79 53.36

121 1 38.4 614 392 204 114 74 60 54 14 19 23:15:34 639.6 408.3 212.5 118.8 77.1 62.5 56.3 1.02 652.4121 2 38.7 595 382 193 110 73 58 50 14 19 23:15:45 615.0 394.8 199.5 113.7 75.5 59.9 51.7 1.02 627.3121 3 38.9 593 381 191 113 74 58 52 14 19 23:15:55 609.8 391.8 196.4 116.2 76.1 59.6 53.5 1.02 622.0 10006772 633.88 398.31 202.79 116.21 76.21 80.70 53.80

O 1 39.9 719 425 224 139 90 70 56 14 18 23:17:14 720.8 426.1 224.6 139.3 90.2 70.2 56.1 1.04 749.6O 2 39.4 710 420 215 140 95 70 56 14 18 23:17:24 720.8 426.4 218.3 142.1 96.4 71.1 56.9 1.04 749.6O 3 39.5 698 415 214 143 95 69 58 14 18 23:17:45 706.8 420.3 216.7 144.8 96.2 69.9 58.7 1.04 735.1 10006857 744.80 424.24 219.85 142.10 94.29 70.37 57.24

30 1 38.8 603 377 239 123 100 77 65 14 18 23:18:36 621.6 388.7 246.4 126.8 103.1 79.4 67.0 1.04 846.530 2 39.2 562 362 237 126 100 77 64 14 18 23:18:48 573.5 369.4 241.8 128.6 102.0 78.6 65.3 1.04 596.430 3 39.5 554 359 230 127 105 78 64 14 18 23:18:57 561.0 363.5 232.9 128.6 108.3 79.0 64.8 1.04 583.5 10006857 608.79 373.86 240.38 127.99 103.82 78.98 65.71

60 1 37.4 700 425 262 157 108 88 75 14 18 23:19:52 748.7 454.5 280.2 167.9 115.5 94.1 80.2 1.04 778.660 2 38 673 403 249 169 115 86 75 14 18 23:20:23 708.4 424.2 262.1 177.9 121.1 90.5 78.9 1.04 736.860 3 38 673 396 240 157 110 86 75 14 18 23:20:34 708.4 416.8 252.6 165.3 115.8 90.5 78.9 1.04 736.8 10006857 750.71 431.87 264.98 170.36 117.45 91.72 79.37

O 1 38.5 506 309 168 123 78 60 39 14 18 23:21:29 525.7 321.0 174.5 127.8 81.0 62.3 40.5 1.04 546.7O 2 38.9 465 285 169 120 78 59 39 14 18 23:21:47 478.1 293.1 173.8 123.4 80.2 60.7 40.1 1.04 497.3O 3 38.2 463 284 166 116 75 59 40 14 18 23:21:57 484.8 297.4 173.8 121.5 78.5 61.8 41.9 1.04 504.2 10006902 516.08 303.83 174.05 124.22 79.93 61.60 40.84

30 1 38.7 743 520 289 184 121 95 73 14 19 23:23:24 768.0 537.5 298.7 190.2 125.1 98.2 75.5 1.02 783.330 2 38.7 737 523 295 185 120 92 73 14 19 23:24:01 761.8 540.6 304.9 191.2 124.0 95.1 75.5 1.02 777.030 3 38.1 740 531 298 185 129 95 73 14 19 23:24:18 776.9 557.5 312.9 194.2 135.4 99.7 76.6 1.02 792.4 10006902 784.25 545.17 305.49 191.87 128.18 97.67 75.65

60 1 38.6 510 327 211 134 94 78 57 14 18 23:25:09 528.5 338.9 218.7 138.9 97.4 80.8 59.1 1.04 549.660 2 38.1 518 320 208 132 94 79 57 14 18 23:25:32 543.8 336.0 218.4 138.6 98.7 82.9 59.8 1.04 565.660 3 38.3 499 323 193 133 94 79 58 14 18 23:25:47 521.1 337.3 201.6 138.9 98.2 82.5 60.6 1.04 542.0 10006902 552.41 337.38 212.86 138.78 98.09 82.09 59.83

95 1 38.4 488 356 210 123 95 69 59 14 18 23:27:13 508.3 370.8 218.8 128.1 99.0 71.9 61.5 1.04 528.795 2 39 460 358 204 127 95 70 60 14 18 23:27:21 471.8 367.2 209.2 130.3 97.4 71.8 61.5 1.04 490.795 3 39 458 357 203 124 96 69 57 14 18 23:27:30 469.7 366.2 208.2 127.2 98.5 70.8 58.5 1.04 488.5 10006902 502.62 368.06 212.06 128.52 98.29 71.48 60.49

30 1 39.2 388 301 221 148 101 76 62 14 18 23:28:49 395.9 307.1 225.5 151.0 103.1 77.6 63.3 1.04 411.83D 2 39.7 382 294 223 148 107 79 60 14 18 23:29:01 384.9 296.2 224.7 149.1 107.8 79.6 60.5 1.04 400.33D 3 39.5 407 338 223 146 108 79 62 14 18 23:29:25 412.2 342.3 225.8 147.8 109.4 80.0 62.8 1.04 428.6 10007085 413.56 315.21 225.34 149.33 106.75 79.05 62.17

60 1 40 281 216 156 125 86 69 47 14 18 23:30:40 281.0 216.0 156.0 125.0 86.0 69.0 47.0 1.04 292.260 2 40.3 289 217 159 123 88 70 46 14 18 23:30:56 286.8 215.4 157.8 122.1 87.3 69.5 45.7 1.04 298.360 3 40.4 283 217 156 121 88 70 45 14 18 23:31:10 280.2 214.9 154.5 119.8 87.1 69.3 44.6 1.04 291.4 10007085 293.99 215.41 156.09 122.30 86.82 69.26 45.74

90 1 38.9 390 247 141 107 75 59 52 14 18 23:32:46 401.0 254.0 145.0 110.0 77.1 60.7 53.5 1.04 417.190 2 39 373 234 139 103 77 60 51 14 18 23:33:15 382.6 240.0 142.6 105.6 79.0 61.5 52.3 1.04 397.990 3 39 366 231 142 105 77 60 50 14 18 23:33:33 375.4 236.9 145.6 107.7 79.0 61.5 51.3 1.04 390.4 10007085 401.78 243.64 144.40 107.79 78.36 61.25 52.35

120 1 39.3 352 272 198 156 106 89 71 14 18 23:35:01 358.3 276.8 201.5 158.8 107.9 90.6 72.3 1.04 372.6120 2 39.6 343 275 205 155 111 89 70 14 18 23:35:11 346.5 277.8 207.1 156.6 112.1 89.9 70.7 1.04 360.3120 3 39.8 352 274 209 157 112 86 71 14 18 23:35:20 353.8 275.4 210.1 157.8 112.6 86.4 71.4 1.04 367.9 10007085 366.95 276.67 206.22 157.71 110.86 88.97 71.44

150 1 39.8 368 301 235 174 118 86 68 14 19 23:36:16 369.8 302.5 236.2 174.9 118.6 86.4 68.3 1.02 377.2150 2 40.2 363 300 232 176 120 88 69 14 19 23:36:31 361.2 298.5 230.8 175.1 119.4 87.6 68.7 1.02 368.4

ANALISIS DE DEFLEXIONES CALZADA LENTA NORTE SUR


Dlstance Imp_ Load DO 01 02 03 04 OS 06 Air Pave TIME DO 01 02 03 04 OS 06 DO SEGMENTO DO 01 02 03 04 OS 06FACTOR DE ~ ~ _jJ]11m Num kN I~m I~ I~ ~m ~m ~m :~m ·C ·C pm um ~m ~m ~m um um CORRECClON ro pm _"]11 11m 11m --"m

150 3 40.3 362 301 226 176 122 88 68 14 19 23:36:39 359.3 298.8 226.3 174.7 121.1 87.3 67.5 1.02 366.5 10007085 370.72 299.93 231.11 174.90 119.70 87.11 68.16

180 1 37.9 875 474 340 240 153 115 89 14 19 23:37:48 712.4 500.3 358.8 253.3 161.5 121.4 93.9 1.02 726.6180 2 38.3 839 478 335 239 154 113 89 14 19 23:38:02 667.4 499.2 349.9 249.6 16D.8 118.0 93.0 1.02 680.7180 3 38.3 824 473 335 235 156 114 90 14 19 23:38:18 651.7 494.0 349.9 245.4 162.9 119.1 94.0 1.02 664.7 10007085 690.70 497.83 352.86 249.45 161.75 ##### 93.63

30 1 39.7 385 262 202 140 94 69 52 14 19 23:39:39 387.9 264.0 203.5 141.1 94.7 69.5 52.4 1.02 395.730 2 39.9 389 254 192 138 95 69 54 14 19 23:39:47 369.9 254.6 192.5 138.3 95.2 69.2 54.1 1.02 377.330 3 40.1 388 253 190 139 98 70 54 14 19 23:39:56 367.1 252.4 189.5 138.7 95.8 69.8 53.9 1.02 374.4 10007207 382.47 257.00 195.18 139.35 95.24 69.51 53.46

60 1 40.3 230 159 112 85 81 SO 45 14 19 23:40:47 228.3 157.8 111.2 84.4 60.5 49.6 44.7 1.02 232.960 2 40.8 224 155 117 87 62 50 47 14 19 23:40:56 220.7 152.7 115.3 85.7 61.1 49.3 46.3 1.02 225.160 3 40.7 227 152 115 87 66 53 45 14 19 23:41:05 223.1 149.4 113.0 65.5 64.9 52.1 44.2 1.02 227.6 10007207 228.50 153.30 113.15 65.20 62.16 50.33 45.07

91 1 40.6 146 135 122 109 78 61 SO 14 16 23:42:01 143.8 133.0 120.2 107.4 76.8 60.1 49.3 1.04 149.691 2 40.6 149 131 125 107 77 60 SO 14 18 23:42:09 146.1 128.4 122.5 104.9 75.5 58.6 49.0 1.04 151.991 3 40.8 149 130 122 101 76 60 51 14 16 23:42:22 146.1 127.5 119.6 99.0 74.5 58.6 50.0 1.04 151.9 10007207 151.15 129.63 120.78 103.77 75.62 59.25 49.43

121 1 36.4 717 376 238 163 111 61 76 14 16 23:43:19 746.9 391.7 247.9 169.6 115.6 64.4 79.2 1.04 776.6121 2 36.8 682 371 238 162 111 82 76 14 18 23:43:30 703.1 362.5 243.3 167.0 114.4 64.5 78.4 1.04 731.2121 3 38.9 670 371 237 162 112 83 76 14 18 23:43:46 688.9 381.5 243.7 166.6 115.2 85.3 78.1 1.04 716.5 10007207 741.49 385.21 244.97 187.79 115.08 84.75 78.56

2 1 38.1 711 381 226 177 108 82 73 14 19 23:45:48 746.5 400.0 237.3 185.8 113.4 86.1 76.6 1.02 761.42 2 38.7 655 382 226 171 108 82 75 14 19 23:46:15 677.0 394.8 233.6 176.7 111.6 84.8 77.5 1.02 690.52 3 38.2 653 388 228 177 107 82 72 14 19 23:46:31 683.8 406.3 236.7 185.3 112.0 85.9 75.4 1.02 697.4 10007387 716.46 400.37 236.54 182.64 112.35 85.57 76.52

30 1 38.2 514 367 212 147 106 79 75 14 19 23:47:48 536.2 384.3 222.0 153.9 111.0 62.7 78.5 1.02 549.030 2 38.7 506 363 214 147 108 80 73 14 19 23:48:39 523.0 375.2 221.2 151.9 111.6 82.7 75.5 1.02 533.530 3 38.1 487 358 214 143 104 80 76 14 19 23:49:02 511.3 375.9 224.7 150.1 109.2 84.0 79.8 1.02 521.5 10007367 534.65 378.45 222.62 152.00 110.60 83.13 77.93

60 1 37.8 656 344 205 144 109 80 73 14 19 23:50:39 694.2 364.0 216.9 152.4 115.3 84.7 77.2 1.02 708.160 2 38 548 339 202 137 105 84 73 14 19 23:50:56 574.7 356.8 212.6 144.2 110.5 88.4 76.8 1.02 586.260 3 38.1 540 344 202 140 107 81 73 14 19 23:51:11 566.9 361.2 212.1 147.0 112.3 85.0 76.6 1.02 578.3 10007387 624.19 360.67 213.88 147.86 112.74 86.04 76.91

90 1 38.4 553 345 222 145 100 79 60 14 19 23:52:07 576.0 359.4 231.3 151.0 104.2 82.3 62.5 1.02 587.690 2 38.8 564 343 224 142 103 81 64 14 19 23:52:15 581.4 353.6 230.9 146.4 106.2 83.5 66.0 1.02 593.190 3 38.8 558 342 224 145 102 81 64 14 19 23:52:23 575.3 352.6 230.9 149.5 105.2 83.5 66.0 1.02 586.8 10007387 589.13 355.19 231.04 148.97 105.17 83.10 64.82

O 1 38.3 555 376 241 166 121 89 70 14 18 23:53:29 579.6 392.7 251.7 173.4 126.4 93.0 73.1 1.04 602.8O 2 38.8 547 377 240 164 121 89 69 14 18 23:53:37 563.9 388.7 247.4 169.1 124.7 91.8 71.1 1.04 586.5O 3 38.8 542 376 240 166 121 90 73 14 18 23:53:46 558.8 387.6 247.4 171.1 124.7 92.8 75.3 1.04 581.1 10007434 590.14 389.66 248.85 171.19 125.29 92.50 73.17

30 1 38 564 351 214 158 106 61 71 14 19 23:54:33 593.7 369.5 225.3 166.3 111.8 85.3 74.7 1.02 805.630 2 38.2 523 358 217 154 109 83 72 14 19 23:54:45 547.6 374.9 227.2 161.3 114.1 86.9 75.4 1.02 556.630 3 38.3 513 354 216 151 109 83 74 14 19 23:54:55 535.8 369.7 225.6 157.7 113.8 66.7 77.3 1.02 546.5 10007434 570.21 371.35 226.03 161.76 113.18 86.29 75.80

59 1 36.5 687 397 249 181 127 98 79 14 16 23:55:53 752.9 435.1 272.9 196.4 139.2 105.2 86.6 1.04 783.059 2 37 630 390 248 180 127 97 80 14 18 23:56:07 861.1 421.6 288.1 194.6 137.3 104.9 86.5 1.04 706.359 3 36.9 622 388 250 161 130 98 80 14 18 23:56:25 674.3 420.6 271.0 196.2 140.9 104.1 86.7 1.04 701.2 10007434 730.85 425.76 270.66 196.39 139.13 ##### 86.59

31 1 38.9 374 243 162 123 92 70 56 14 18 23:57:37 384.6 249.9 166.6 126.5 94.6 72.0 57.6 1.04 400.031 2 39.3 364 238 160 123 91 69 57 14 16 23:57:46 370.5 242.2 162.8 125.2 92.6 70.2 58.0 1.04 385.331 3 39.3 361 236 160 121 91 69 58 14 18 23:57:55 367.4 240.2 162.8 123.2 92.6 70.2 57.0 1.04 382.1 10007477 369.13 244.10 164.09 124.94 93.28 70.81 57.53

O 1 39.3 387 231 158 108 78 68 59 14 18 23:58:58 393.9 235.1 160.8 109.9 79.4 69.2 60.1 1.04 409.6O 2 39.5 364 222 153 109 78 68 60 14 18 23:59:11 368.6 224.8 154.9 110.4 79.0 68.9 60.8 1.04 383.4O 3 39.6 359 223 150 109 78 69 57 14 18 23:59:20 362.6 225.3 151.5 110.1 78.8 69.7 57.6 1.04 377.1 10007526 390.04 228.39 155.76 110.13 79.05 69.26 59.46

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Distance Imp Load DO D1 D2 D3 D4 D5 D6 Alr Pave TIME DO D1 D2 D3 D4 D5 D6 DO SEGMENTO DO D1 D2 03 04 05 06FACTOR DE

m Num kN m um um um um lum lum ·C ·C m um um um m um um CORRECCION r- um um um um um m um um30 1 39.7 372 229 173 117 80 63 54 14 19 00:00:30 374.8 230.7 174.3 117.9 80.6 63.5 54.4 1.02 382.330 2 39.7 349 226 179 114 80 65 53 14 19 00:00:54 351.6 227.7 180.4 114.9 80.6 65.5 53.4 1.02 358.730 3 39.9 349 220 176 114 81 64 53 14 19 00:01:18 349.9 220.6 176.4 114.3 81.2 64.2 53.1 1.02 356.9 10007526 365.95 226.33 177.03 115.88 80.80 64.38 53.65

60 1 39.4 357 217 124 108 63 49 36 14 19 00:02:27 362.4 220.3 125.9 109.6 64.0 49.7 36.5 1.02 369.760 2 39.6 340 208 130 89 64 51 36 14 19 00:02:50 343.4 210.1 131.3 89.9 64.6 51.5 36.4 1.02 350.360 3 39.7 334 207 132 98 65 51 40 14 19 00:03:14 336.5 208.6 133.0 98.7 65.5 51.4 40.3 1.02 343.3 10007526 354.41 212.99 130.07 99.43 64.70 50.88 37.74

O 1 39.7 391 293 219 140 93 69 50 14 20 00:04:36 394.0 295.2 220.7 141.1 93.7 69.5 50.4 1.00 394.0O 2 39.9 375 289 196 137 95 70 59 14 20 00:05:00 375.9 289.7 196.5 137.3 95.2 70.2 59.1 1.00 375.9O 3 39.8 371 286 192 130 94 71 59 14 20 00:05:23 372.9 287.4 193.0 130.7 94.5 71.4 59.3 1.00 372.9 10007678 380.92 290.79 203.37 136.35 94.47 70.35 56.27

30 1 38.7 582 246 121 86 63 50 35 14 19 00:07:59 601.6 254.3 125.1 88.9 65.1 51.7 36.2 1.02 613.630 2 38.8 562 244 123 88 64 52 35 14 19 00:08:26 579.4 251.5 126.8 90.7 66.0 53.6 36.1 1.02 591.030 3 38.8 548 243 124 87 65 51 36 14 19 00:08:54 564.9 250.5 127.8 89.7 67.0 52.6 37.1 1.02 576.2 10007678 593.60 252.11 126.57 89.77 66.04 52.62 36.46

60 1 38.7 790 406 179 109 69 56 40 14 19 00:10:15 816.5 419.6 185.0 112.7 71.3 57.9 41.3 1.02 832.960 2 38.2 706 389 179 106 71 57 42 14 19 00:10:40 739.3 407.3 187.4 111.0 74.3 59.7 44.0 1.02 754.160 3 38.3 695 394 178 108 75 59 39 14 19 00:11:07 725.8 411.5 185.9 112.8 78.3 61.6 40.7 1.02 740.4 10007678 775.76 412.82 186.12 112.15 74.66 59.73 42.02

90 1 38.4 819 342 147 86 62 47 32 14 18 00:12:24 853.1 356.3 153.1 89.6 64.6 49.0 33.3 1.04 687.390 2 38.1 696 342 149 89 64 49 32 14 18 00:13:16 730.7 359.1 156.4 93.4 67.2 51.4 33.6 1.04 759.990 3 38.9 685 340 146 89 63 49 31 14 18 00:13:43 704.4 349.8 150.1 91.5 64.8 50.4 31.9 1.04 732.5 10007678 793.24 354.97 153.23 91.51 65.52 50.26 32.94

30 1 38.1 579 338 195 128 76 57 49 14 18 00:15:25 607.9 354.9 204.7 134.4 79.8 59.8 51.4 1.04 632.230 2 38.5 528 318 183 117 74 56 50 14 18 00:15:54 548.6 330.4 190.1 121.6 76.9 58.2 51.9 1.04 570.530 3 38.9 520 313 175 111 73 56 49 14 18 00:16:21 534.7 321.9 179.9 114.1 75.1 57.6 50.4 1.04 556.1 10007798 586.27 335.70 191.60 123.36 77.25 58.54 51.26

60 1 39.6 650 388 161 95 67 55 44 14 18 00:17:34 656.6 391.9 162.6 96.0 67.7 55.6 44.4 1.04 682.860 2 39.7 825 381 161 96 70 57 43 14 18 00:18:00 629.7 383.9 162.2 96.7 70.5 57.4 43.3 1.04 654.960 3 39.8 614 387 158 95 70 56 44 14 18 00:18:25 617.1 388.9 158.8 95.5 70.4 56.3 44.2 1.04 641.8 10007798 659.84 388.25 161.21 96.05 69.52 56.42 44.00

90 1 38.5 643 342 161 83 68 54 45 14 18 00:19:40 668.1 355.3 167.3 86.2 70.6 56.1 46.8 1.04 694.890 2 38 570 345 168 81 67 53 44 14 18 00:20:05 600.0 363.2 176.8 85.3 70.5 55.8 46.3 1.04 624.090 3 38 560 344 165 82 67 53 44 14 18 00:20:31 589.5 362.1 173.7 86.3 70.5 55.8 46.3 1.04 613.1 10007798 643.94 360.20 172.60 85.94 70.57 55.89 46.46

O 1 41.1 136 105 98 77 49 37 25 14 18 00:21:36 132.4 102.2 95.4 74.9 47.7 36.0 24.3 1.04 137.7O 2 41 144 111 99 77 49 37 24 14 18 00:22:03 140.5 108.3 96.8 75.1 47.8 36.1 23.4 1.04 146.1O 3 41 134 101 94 76 49 37 25 14 18 00:22:26 130.7 98.5 91.7 74.1 47.8 36.1 24.4 1.04 136.0 10007937 139.91 103.01 94.56 74.74 47.77 36.07 24.05

30 1 41.2 113 98 82 73 50 39 25 14 19 00:23:52 109.7 95.1 79.6 70.9 48.5 37.9 24.3 1.02 111.930 2 41 115 98 80 73 52 38 24 14 19 00:24:40 112.2 95.6 78.0 71.2 50.7 37.1 23.4 1.02 114.430 3 40.9 113 96 82 72 52 38 25 14 19 00:25:03 110.5 93.9 80.2 70.4 50.9 37.2 24.4 1.02 112.7 10007937 113.02 94.88 79.29 70.84 50.04 37.37 24.05

60 1 41 121 95 81 68 52 40 24 14 18 00:26:13 118.0 92.7 79.0 66.3 50.7 39.0 23.4 1.04 122.860 2 40.9 120 94 80 68 53 40 24 14 18 00:26:36 117.4 91.9 78.2 66.5 51.8 39.1 23.5 1.04 122.160 3 41 120 94 79 67 52 40 23 14 18 00:26:59 117.1 91.7 77.1 65.4 50.7 39.0 22.4 1.04 121.8 10007937 122.19 92.11 78.11 66.07 51.10 39.06 23.11

90 1 40.8 179 127 95 75 47 36 24 14 18 00:28:27 175.5 124.5 93.1 73.5 46.1 35.3 23.5 1.04 182.590 2 40.7 177 124 92 71 47 37 25 14 18 00:28:51 174.0 121.9 90.4 69.8 46.2 36.4 24.6 1.04 180.990 3 40.6 175 122 95 72 48 35 25 14 18 00:29:14 172.4 120.2 93.6 70.9 47.3 34.5 24.6 1.04 179.3 10007937 180.91 122.19 92.38 71.41 46.52 35.38 24.24

O 1 40.3 161 114 81 65 44 35 24 14 18 00:32:31 159.8 113.2 80.4 64.5 43.7 34.7 23.8 1.04 166.2O 2 40.3 156 110 80 65 44 35 25 14 18 00:33:14 154.8 109.2 79.4 64.5 43.7 34.7 24.8 1.04 161.0O 3 40.4 159 113 84 67 46 36 26 14 18 00:33:37 157.4 111.9 83.2 66.3 45.5 35.6 25.7 1.04 163.7 10008010 163.65 111.40 80.99 65.12 44.30 35.04 24.79

30 1 39.9 145 109 84 63 43 34 30 14 18 00:36:57 145.4 109.3 84.2 63.2 43.1 34.1 30.1 1.04 151.230 2 40.7 147 105 86 63 44 35 30 14 18 00:37:20 144.5 103.2 84.5 61.9 43.2 34.4 29.5 1.04 150.330 3 40.6 138 106 86 62 45 35 30 14 18 00:37:43 136.0 104.4 84.7 61.1 44.3 34.5 29.6 1.04 141.4 10008010 147.61 105.63 84.49 62.05 43.56 34.32 29.71



Distante Imp Load DO DI 02 03 04 05 06 Alr Pave TIME DO DI 02 03 04 05 06 DO SEGMENTO DO DI 02 03 04 D5 D6fACTOR DEm Num kN "m I"m I"m I"m I"m "m m 'C 'C "m "m "m "m "m "m "m CORRECCION r- "m "m m "m "m "m m "m

O 1 40.9 107 82 77 65 43 34 28 14 19 00:39:02 104.6 80.2 75.3 63.8 42.1 33.3 27.4 1.02 106.7O 2 40.7 107 81 77 61 43 33 29 14 19 00:39:25 105.2 79.6 75.7 60.0 42.3 32.4 28.5 1.02 107.3O 3 40.8 106 81 71 62 43 33 28 14 19 00:39:47 103.9 79.4 69.6 60.8 42.2 32.4 27.5 1.02 106.0 10008150 106.67 79.74 73.53 61.43 42.16 32.68 27.78

30 1 41 139 111 84 71 48 39 31 14 19 00:41:38 135.6 108.3 82.0 69.3 46.8 38.0 30.2 1.02 138.330 2 40.9 140 112 86 71 48 39 31 14 19 00:41:57 136.9 109.5 84.1 69.4 46.9 38.1 30.3 1.02 139.730 3 41 142 120 84 75 51 39 32 14 19 00:42:10 138.5 117.1 82.0 73.2 49.8 38.0 31.2 1.02 141.3 10008150 139.76 111.63 82.67 70.63 47.84 38.08 30.59

60 1 41 146 117 100 76 50 40 31 14 19 00:42:55 142.4 114.1 97.6 74.1 48.8 39.0 30.2 1.02 145.360 2 41 150 117 101 76 53 40 32 14 19 00:43:15 146.3 114.1 98.5 74.1 51.7 39.0 31.2 1.02 149.360 3 41.1 149 119 101 76 54 40 32 14 19 00:43:23 145.0 115.8 98.3 74.0 52.6 38.9 31.1 1.02 147.9 10008150 147.49 114.70 98.13 74.09 51.01 38.99 30.87

90 1 40.8 143 101 92 72 56 41 33 14 18 00:44:08 140.2 99.0 90.2 70.6 54.9 40.2 32.4 1.04 145.890 2 41 140 105 91 73 53 40 32 14 18 00:44:17 136.6 102.4 88.8 71.2 51.7 39.0 31.2 1.04 142.090 3 41.1 140 106 90 73 54 40 31 14 18 00:44:25 136.3 103.2 87.6 71.0 52.6 38.9 30.2 1.04 141.7 10008150 143.19 101.54 88.86 70.95 53.05 39.36 31.25

O 1 41 118 86 69 48 31 20 17 14 18 00:45:14 115.1 83.9 67.3 46.8 30.2 19.5 16.6 1.04 119.7O 2 41.1 115 65 71 48 31 21 16 14 18 00:45:23 111.9 82.7 69.1 46.7 30.2 20.4 15.6 1.04 116.4O 3 41.3 116 87 69 48 31 22 16 14 18 00:45:31 112.3 84.3 66.8 46.5 30.0 21.3 15.5 1.04 116.8 10008212 117.66 83.63 67.75 46.68 30.15 20.42 15.68

30 1 41.1 150 110 90 68 48 37 26 14 18 00:46:29 146.0 107.1 87.6 66.2 46.7 36.0 25.3 1.04 151.830 2 41 145 112 89 68 48 37 26 14 18 00:46:38 141.5 109.3 86.8 66.3 46.8 36.1 25.4 1.04 147.130 3 41.2 148 112 90 67 48 37 26 14 16 00:46:47 143.7 108.7 87.4 65.0 46.6 35.9 25.2 1.04 149.4 10006212 149.46 108.35 87.27 65.66 46.72 36.01 25.30

60 1 41.3 128 103 87 72 57 39 34 14 16 00:47:51 124.0 99.8 84.3 69.7 55.2 37.8 32.9 1.04 128.960 2 41.2 126 102 85 72 54 42 34 14 16 00:47:59 124.3 99.0 82.5 69.9 52.4 40.8 33.0 1.04 129.260 3 41.3 128 103 85 71 54 43 33 14 18 00:48:07 124.0 99.8 82.3 68.8 52.3 41.6 32.0 1.04 128.9 10008212 129.03 99.51 83.04 69.47 53.31 40.07 32.63

90 1 41.1 127 98 85 70 51 44 34 15 18 00:49:09 123.6 95.4 82.7 68.1 49.6 42.8 33.1 1.04 128.590 2 40.8 115 98 85 70 50 43 33 15 18 00:49:33 112.7 96.1 83.3 68.6 49.0 42.2 32.4 1.04 117.390 3 41.1 121 97 83 71 52 42 34 15 18 00:49:42 117.8 94.4 80.8 69.1 50.6 40.9 33.1 1.04 122.5 10008212 122.76 95.29 82.28 68.62 49.75 41.95 32.84

120 1 40.8 131 104 90 70 47 37 31 15 18 00:50:34 128.4 102.0 88.2 68.6 46.1 36.3 30.4 1.04 133.6120 2 40.8 134 109 90 71 49 38 32 15 18 00:50:46 131.4 106.9 88.2 69.6 48.0 37.3 31.4 1.04 136.6120 3 41.1 132 103 91 70 48 38 32 15 18 00:50:54 128.5 100.2 88.6 68.1 46.7 37.0 31.1 1.04 133.6 10008212 134.60 103.02 88.35 68.79 46.94 36.84 30.97

151 1 41 157 138 105 79 50 37 32 15 19 00:51:53 153.2 134.6 102.4 77.1 48.8 36.1 31.2 1.02 156.2151 2 41.2 153 128 104 74 49 38 31 15 19 00:52:01 148.5 124.3 101.0 71.8 47.6 36.9 30.1 1.02 151.5151 3 41 152 130 106 73 49 38 33 15 19 00:52:10 148.3 126.8 103.4 71.2 47.8 37.1 32.2 1.02 151.3 10008212 153.00 128.58 102.27 73.38 48.05 36.69 31.17

180 1 41.3 107 89 81 72 48 39 33 15 19 00:53:00 103.6 86.2 78.5 69.7 46.5 37.8 32.0 1.02 105.7180 2 41.5 105 90 81 70 48 37 32 15 19 00:53:10 101.2 86.7 78.1 67.5 46.3 35.7 30.8 1.02 103.2180 3 41.4 107 93 82 70 51 39 32 15 19 00:53:21 103.4 89.9 79.2 67.6 49.3 37.7 30.9 1.02 105.4 10008212 104.79 87.60 78.58 68.28 47.34 37.04 31.24

210 1 41.4 110 86 71 60 44 35 33 15 19 00:54:11 106.3 83.1 68.6 58.0 42.5 33.8 31.9 1.02 108.4210 2 41.4 108 85 71 59 43 36 33 15 19 00:54:20 104.3 82.1 68.6 57.0 41.5 34.8 31.9 1.02 106.4210 3 41.4 107 85 73 60 44 35 32 15 19 00:54:28 103.4 82.1 70.5 58.0 42.5 33.8 30.9 1.02 105.4 10008212 106.76 82.45 69.24 57.65 42.19 34.14 31.56

240 1 41.1 133 107 92 72 51 39 31 15 20 00:55:32 129.4 104.1 89.5 70.1 49.6 38.0 30.2 1.00 129.4240 2 41.1 131 106 92 72 50 40 31 15 20 00:55:40 127.5 103.2 89.5 70.1 48.7 38.9 30.2 1.00 127.5240 3 41.3 131 105 93 71 51 41 31 15 20 00:55:48 128.9 101.7 90.1 68.8 49.4 39.7 30.0 1.00 126.9 10008212 127.94 103.00 89.72 69.64 49.23 38.87 30.12

270 1 41 139 106 90 76 56 39 32 15 20 00:56:39 135.6 103.4 87.8 74.1 54.6 38.0 31.2 1.00 135.6270 2 40.9 137 104 90 75 57 39 32 15 20 00:56:47 134.0 101.7 88.0 73.3 55.7 38.1 31.3 1.00 134.0270 3 40.9 137 107 93 77 57 40 33 15 20 00:56:56 134.0 104.6 91.0 75.3 55.7 39.1 32.3 1.00 134.0 10008212 134.53 103.26 88.93 74.27 55.38 38.44 31.60

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CONTRATISTA: CONSULTOR:DIAG- 074-09=,,~o, JOA'I EJECUCiÓN DE OBRAS DE LA MALLA VIAL,Versión 2ma avial INGENIERIA EN vlAs

ARTERIAL, INTERMEDIA Y LOCAL GRUPO

TERRESTRES 6- ETAPA PREVIAP~gina'9 de ·16 .

ANEXO 8. DETERMINACiÓN NÚMERO ESTRUCTURAL EFECTIVO


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EVALUACION AVENIDA BOYACA DESDE CALLE 52 HASTA CALLE 80 CALZADA LENTA (SUR-NORTEl

ESPESORES DE PAVIMENTO VARIABLES ESTRUCTURALESNOMENCL LONGITUD 0180 DO(mmm)

Carpeta Mr SNCIV ORDEN DESDE HASTA (mmm) corro Carga + Do (pulg) Granulares H total Ep (efectivo MRpsi SN

ATURA (m) asfáltica AASHTO p (PSI) a (pulg) do (pulg) AASHTO SN (PROM) REQ.COrrocarga corro Temp. (m) (m) Diseño AASHTO PROM)(m)(~n/,.m2 (PSI)

10007526 10 AK72 AC72 Cl726 99 52.58 519.87 0,0205 0.17 0.43 0.6 340.14 82.3 5.9 0.0210 83997 4.710007526 10 AK72 AC72 Cl726 99 53.40 436.94 0.0172 0.17 0.43 0.6 334.90 82.3 5.9 0.0166 133704 5.4 6.34 4148.73 6.4810007526 10 AK72 AC72 Cl726 99 73.35 318.43 0.0125 0.17 0.43 0.6 243.80 82.3 5.9 0.0130 336674 7.410007526 10 AK72 AC72 Cl726 99 73.65 326.35 0.0128 0.17 0.43 0.6 242.81 82.3 5.9 0.0121 404197 7,910007477 10 AK72 Cl72B Cl73 47 78.60 414.64 0.0163 0.14 0.56 0.7 227.52 82.3 5.9 0.0159 176135 7,0 7.59 3359.58 6.9010007477 10 AK72 Cl72B Cl73 47 73.65 291.44 0.0115 0.14 0.56 0.7 242.82 82.3 5.9 0.0122 292469 8,210007434 10 AK72 Cl73 DG74 67 69.48 246.36 0.0097 0.12 0.58 0.7 257.41 82.3 5.9 0.0100 425920 9.310007434 10 AK72 Cl73 DG74 67 86.35 364.72 0.0144 0.12 0.58 0.7 207.12 82.3 5.9 0.0147 235264 7.7 7.94 3779.36 6.6610007434 10 AK72 Cl73 DG74 67 54.33 328.69 0.0129 0.12 0.58 0.7 329.14 82.3 5.9 0.0135 168107 6.810007387 10 AK72 DG74 Cl74 83 59.21 303,13 0.0119 0.2 0.5 0.7 302.05 82.3 5.9 0.0128 204601 7.3

7.07 3778.85 6.6610007387 10 AK72 DG74 Cl74 83 78.79 401.83 0.0158 0.2 0.5 0.7 226.99 82.3 5.9 0.0163 167244 6.810007207 10 AK72 Cl74 DG76 186 64.27 315.13 0.0124 0.2 0.5 0,7 278.25 82.3 5.9 0.0131 212624 7.410007207 10 AK72 Cl74 DG76 186 70.33 451.40 0.0178 0.2 0.5 0.7 254.29 82.3 5.9 0.0179 122662 6.210007207 10 AK72 Cl74 DG76 186 59.27 336.15 0.0132 0.2 0.5 0.7 301.72 82.3 5.9 0.0134 184842 7.1 7.37 4156.71 6.4710007207 10 AK72 Cl74 DG76 186 54.49 185.37 0.0073 0.2 0.5 0.7 328.21 82.3 5.9 0.0079 540598 10.110007207 10 AK72 Cl74 DG76 186 61.59 341.19 0.0134 0.2 0.5 0.7 290.36 82.3 5.9 0.0137 185513 7.110007207 10 AK72 Cl74 DG76 186 61.04 381.95 0.0150 0.2 0.5 0.7 292.99 82.3 5.9 0.0157 138652 6.410007085 8 AK72 DG76 Cl76 189 57.60 441.56 0.0174 0.18 0.52 0.7 310.47 82.3 5.9 0.0184 97767 5.710007085 8 AK72 DG76 Cl76 189 73.81 561.00 0.0221 0.18 0.52 0.7 242.29 82.3 5.9 0.0223 84595 5.410007085 8 AK72 DG76 Cl76 189 71.99 475.20 0.0187 0,18 0.52 0.7 248.42 82.3 5.9 0.0189 113072 6.010007085 8 AK72 DG76 Cl76 189 62.68 388.40 0.0153 0,18 0.52 0.7 285.31 82.3 5.9 0.0162 134209 6.3 5.75 3841.88 6.6310007085 8 AK72 DG76 Cl76 189 68.74 607.22 0.0239 0.18 0.52 0.7 260.19 82.3 5.9 0.0243 68430 5.110007085 8 AK72 DG76 Cl76 189 62.76 347,18 0.0137 0.18 0.52 0.7 284.95 82,3 5.9 0.0144 170384 6.910007085 8 AK72 DG76 Cl76 189 71.28 661.47 0.0260 0.18 0.52 0.7 250.90 82.3 5.9 0.0268 59091 4.810006902 8 AK72 Cl76 Cl77A 104 65.10 666.02 0.0262 0,12 0.58 0.7 274.70 82.3 5.9 0.0264 56843 4.810006902 8 AK72 Cl76 Cl77A 104 59.91 326.76 0.0129 0,12 0.58 0.7 298.50 82.3 5.9 0.0136 183214 7.0 7.04 4508.84 6.3210006902 8 AK72 Cl76 Cl77A 104 47.36 194.95 0.0077 0.12 0.58 0.7 377.62 82.3 5.9 0.0081 427947 9.310006902 8 AK72 Cl76 Cl77A 104 57.38 314.95 0.0124 0.12 0.58 0.7 311.65 82.3 5.9 0.0133 181360 7.010006857 8 AK72 Cl77A TV69BI5 84 54.35 250.22 0.0099 0.15 0.3 0.45 329.06 82.3 5.9 0.0103 716655 7.110006857 8 AK72 Cl77A TV69BI5 84 49.08 288.21 0.0113 0.15 0.3 0.45 364.35 82.3 5.9 0.0118 431183 6.0 6.36 5028.46 6.1110006857 8 AK72 Cl77A TV69BI5 84 49.33 306.39 0.0121 0.15 0.3 0.45 362.57 82.3 5.9 0.0121 412787 5.910006772 8 AK72 TV69BI5 DG77A 76 56.47 286.99 0.0113 0.12 0.58 0,7 316.70 82.3 5.9 0.0115 243720 7.710006772 8 AK72 TV69815 DG77A 76 62.55 571.17 0.0225 0,12 0.58 0.7 285.92 82.3 5.9 0.0235 67438 5.010006772 8 AK72 TV69BIS DG77A 76 65.08 371.83 0.0146 0.12 0.58 0.7 274,79 82.3 5.9 0.0155 151633 6.6 6.20 4265.05 6.4210006772 8 AK72 TV69BIS DG77A 76 53.38 362.96 0.0143 0.12 0.58 0.7 335.04 82.3 5.9 0.0151 131959 6.310006772 8 AK72 TV69BIS DG77A 76 63.80 534.39 0.0210 0.12 0.58 0,7 280.31 82.3 5.9 0.0219 77327 5.310006601 9 AK72 DG77A AC80 240 46.29 364.07 0.0143 0.15 0.55 0.7 386.34 82.3 5.9 0.0145 125346 6.210006601 9 AK72 DG77A AC80 240 39.10 538.09 0,0212 0.15 0.55 0.7 457.40 82.3 5.9 0.0213 58184 4.810006601 9 AK72 DG77A AC80 240 43.01 394.19 0.0155 0.15 0.55 0,7 415.84 82.3 5.9 0.0157 103443 5.8 6.18 6033.86 5.7810006601 9 AK72 DG77A AC80 240 68.08 476.20 0.0187 0.15 0.55 0.7 262.70 82.3 5.9 0.0190 106075 5.910006601 9 AK72 DG77A AC80 240 30.33 186.03 0.0073 0.15 0.55 0.7 589.57 82.3 5.9 0.0077 289025 8.210006490 9 AK72 AC80 SE 50 48.08 515.64 0,0203 0.1 0.6 0.7 371.99 82.3 5,9 0.0211 67022 5.010006490 9 AK72 AC80 SE 50 51.23 463.31 0.0182 0.1 0.6 0.7 349.08 82.3 5.9 0.0187 86261 5.5 6.32 5727.67 5.8710006490 9 AK72 AC80 SE 50 37.12 198.95 0.0078 0.1 0.6 0.7 481.75 82.3 5.9 0.0081 316971 8.510010140 9 AK72 SE SE 113 51.67 290.83 0.0114 0.09 0.61 0.7 346.12 82.3 5.9 0.0118 208232 7.410010140 9 AK72 SE SE 113 48.92 544.93 0.0215 0.09 0.61 0.7 365.54 82,3 5,9 0.0217 65076 5.0 6.52 5607.54 5,9110010140 9 AK72 SE SE 113 49.44 346.11 0.0136 0.09 0.61 0.7 361.74 82.3 5.9 0,0144 135493 6.410010140 9 AK72 SE SE 113 36.00 235.94 0.0093 0,09 0.61 0.7 496.72 82.3 5.9 0.0098 211607 7.4

CONTRATISTA: CONSULTOR:DIAG- 074-09

ro"w~o" J.D~ EJECUCiÓN DE OBRAS DE LA MALLA VIAL,Versión 2ma' avial INGENIERIA EN VIAS

ARTERIAL, INTERMEDIA Y LOCAL GRUPO


.' ,

ANEXO 9. DETERMINACiÓN DE NÚMERO DE EJES EQUIVALENTES


PROYECCIONES TPDS C4LZADA LENTA OCCIDENTAL DE LA A VENIDA BOYAC4 ENTRE C4LLE S3 Y CALLE 80Tasas de Año Autos Colectivos Colectivos Grandes Buses Busetas Alimentadores camiones Total Camiones Mixtos EquivalentesCrecimiento pequeños (CP) (CG) C2P C2G C3 C4 C5 > C5

O TPD52009 5349 197 1623 2997 654 564 884 148 222 59 277 2154 12974 214793.58 2010 5540 199 1639 3027 661 584 916 153 230 61 287 2231 13 297 219713.58 2011 5738 201 1655 3057 668 605 949 158 238 63 297 2310 13 629 224743.58 2012 5943 203 1672 3088 675 627 983 164 247 65 308 2394 13 975 23 0013.58 2013 6156 205 1689 3119 682 649 1018 170 256 67 319 2479 14330 235393.58 2014 6376 207 1706 3150 689 672 1054 176 265 69 330 2566 14694 240883.58 2015 6604 209 1723 3182 696 696 1092 182 274 71 342 2657 15071 246583.58 2016 6840 211 1740 3214 703 721 1131 189 284 74 354 2753 15461 252483.58 2017 7085 213 1757 3246 710 747 117l 196 294 77 367 2852 15863 258543.58 2018 7339 215 1775 3278 717 774 1213 203 305 80 380 2955 16279 26482

TOTALVOLUMENVEH/CULAR 6068855 217905 1794 705 3314565 723795 - 639845 1003385 167535 251850 66795 314265 2443675 14563 500 24062078EJESEQUIVALENTESDE 8.2 1,615,235 2,983,109 651,416 656,481 3,106,480 566,938 775,194 264,508 1,334,998 TOTALEJES 11,954,358TON (3 AÑOS) EQUIVELENTES

TOTALVOLUMENVEH/CULAR 15,222,690 518,665 4,273,055 7,891,300 1,724,625 1,604,905 2,517,040 420,115 632,180 166,075 788,400 6,128,715 35,759,050 58,841,103A 2015 (7 AÑOS)

EJESEQUIVALENTESDE 8.2 3,845,750 7,102,170 1,552,163 1,646,633 7,792,756 1,421,669 1,945,850 657,657 3,349,123 TOTALEJES 29,313,770TON (7 AÑOS) EOUIVELENTE5

TOTALVOLUMENVEH/CULAR 22,984,050 751,900 6,197,335 11,445,670 2,502,075 2,423,235 3,800,015 634,735 954,475 250,390 1,190,265 9,253,115 53,134,145 87,158,898A 2018 (10 AÑOS)

EJESEQUIVALENTESDE 8.2 5,577,602 10,301,103 2,251,868 2,486,239 11,764,846 2,147,943 2,937,874 991,544 5,056,246 TOTALEJES 43,515,265TON ( 10 AÑOS) EOUIVELENTES

PROYECCIONES TPDS C4LZADA LENTA ORIENTAL DE LA A VENIDA BOYAC4 ENTRE CALLES S3 Y 80Tasas de

Año AutosColectivos Colectivos Grandes Buses Busetas Alimentadores Camiones Total Camiones Mixtos EquivalentesCrecimiento pequeños (CP) . (CG) C2P C2G C3 'C4 C5 > C5

O TPDS 2009 6549 685 1445 3319 784 794 117l 265 197 273 554 3254 16036 264653.58 2010 6783 692 1459 3352 792 822 1213 274 204 283 574 3370 16448 271063.58 2011 7026 699 1474 3386 800 851 1256 284 211 293 595 3490 16875 277703.58 2012 7278 706 1489 3420 808 881 1301 294 219 303 616 3614 17315 284533.58 2013 7539 713 1504 3454 816 913 1348 305 227 314 638 3745 17771 291633.58 2014 7809 720 1519 3489 824 946 1396 316 235 325 661 3879 18240 298913.58 2015 8089 727 1534 3524 832 980 1446 327 243 337 685 4018 18724 3D 6413.58 2016 8379 734 1549 3559 840 1015 1498 339 252 349 710 4163 19224 314173.58 2017 8679 741 1564 3595 848 1051 1552 351 261 361 735 4311 19738 322123.58 2018 8990 748 1580 3631 856 1089 1608 364 270 374 761 4466 20271 33037

TOTALVOLUMENVEH/CULAR 7430670 757740 1597970 3670805 867240 - 900455 1328600 300 395 223380 309885 628895 3691610 18016 035 29689465EJES EQUIVALENTESDE 8.2 1,438,173 3,303,725 780,516 923,867 4,113,346 1,016,537 687,564 1,227,145 2,671,546 TOTALEJES 16,162,417TON( 3 AÑOS) EOUIVELENTES

TOTALVOLUMENVEHICULAR 18,641,645 1,803,830 3,804,760 8,739,560 2,064,440 2,258,255 3,332,815 753,725 560,640 776,720 1,577,895 9,260,050 44,314,285 72,813,120A 2015 (7 AÑOS)EJE5 EQUIVALENTE5DE 8.2 3,424,284 7,865,604 1,857,996 2,316,970 10,318,395 2,550,605 1,725,650 3,075,811 6,702,898 TOTALEJES 39,838,213TON( 7 AÑOS) EQUIVELENTES

TOTALVOLUMENVEHICULAR 28,149,165 2,615,225 5,517,705 12,676,085 2,993,000 3,409,830 5,032,985 1,138,435 846,435 1,172,380 2,383,085 13,983,150 65,934,330 108,095,845A 2018 (10 AÑ05)EJES EQUIVALENTESDE 8.2 4,965,935 11,408,477 2,693,700 3,498,486 15,582,122 3,852,464 2,605,327 4,642,625 10,123,345 TOTALEJES 59,372,479TON( 10 AÑOS) EQUIVELENTES

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