contratista: r consultor: iña~avial j~blc 6- etapa … filecontratista: consultor: diag-...

CONTRATISTA: CONSULTOR: DIAG- 074-69,-

consorcio tr EJECUCiÓN DE OBRAS DE LA MALLA VIAL, Versión 1

iña~avial J~BlC ARTERIAL, INTERMEDIA Y LOCAL GRUPO6- ETAPA PREVIA

;

INGENIERíA EN víAs ANEXOSTERRESTRES

ANEXOS. RESULTADOS DE MEDICiÓN CON GEORADAR

"-', ~y:- ,."'¿"-~' ~ ".--,..e; -¡ ',~ ~ C'., ..i, ,~~-;'~-=~ J >_:~i'::~;f •._.. -e \ ..J

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: Localidad: Avenida Boyac. desde Río Salrtre a C.lIe 66A

Fecha de ensayo: 11/03/2009061- E-09

--- CC.D ......cu..- ~ .. ~,. LOIIII_...-.o ••- _n> --..a, QftAM"I"A1lt2 DeS&tVAaoN(l

10010118 • A,.IOt. 1025 35•• 6407 Calzada Rápida de Norte A Sur10010140 • Fl'lI~' .23 3714 6407'0000<00 • Flexible .50 3302 6382l0006eOl • A.)ubl. "C 3747 15393

10006772 6 Flexible 7 c. 3769 63.310006857 • Flexlbl. .'5 JeOO 5127l000e902 • Flexible .., 3791 5140

10007085 • FleXIble .25 3& el 5153

10007207 • Flexibl. ,c2 3876 512&

10007387 s Flexible 910 3910 5138

10007434 6 Flexible .23 33•• 51.,,00074n • Flexibl. ••• 3936 S12710007528 • F~xibl. .27 3347 5777

10007875 • Flexible 032 2799 .."laCOnia • Flexible 032 2803 ••••10007937 6 F~lIibl. .c. 2947 .lO.10010137 • F1exibl. .., 292. ..20,oooeo,o 6 Flexible 797 302' 639610008150 • FIe:rtbl. 10.40 2660 6398

10008212 6 Flexibl. .5' 2939 6397

CLIENTE: APC LTDA.EL PRESENTE ENSAYO NO POORA REPRODUCIRSE NI PARCIAl NI TOTAlMENTE SIN LA APROBACIóN POR PARTE DEL DIRECTOR OElLABORATORIO

lOS RESUlTAOOS DE ESTE ENSAYO SOlO SON APUCA8LES A lAS MUESTRAS ENSAYAD.t.S

Alejondro Peno LeónI niero de Proceso

H6ctor Eduordo Pire.Director

OBSERVACIONES GENERALES:-t.a calibración del equipo se realizo de acuerdo a la norma ASTM D 4746-06.·EI 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 !Quipo en algunos casos no es posible determinar la profundidad de la subrasante.-Lcs segmentos presentan cambios diferenciales menores de 5 cm.-Debido a las variables r~ativas a la medtci6n de los espesores no es posible determinar con exactitud la profundidad finalde la capa granular 2.

Fech. de Impte$lOl1 0310412009 '12 AtctllVO INFORME C.lle 66A • Rlo S"ltfe

EVOAPROBADO

000035

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

Fonnato de EnsayoPE P-51A

MEDICiÓN DE ESPESORES EN CAPAS DE PAVIMENTOS MEDIANTE GEORADAR

ORDEN DE TRABAJO : :,: Localidad: Avenida Bo~ac. desde Calle 66A a Río Salitre

Fecha de ensayo: 11/03/2009081·E ·09

T

--- ce.1D NOIIIHC:lA..- ~ .. NOOO'" "-..-ao •••.........,. ••.,ALTO .......... GOA""'" OUMVACIOHP

10008212 • Flexible 8.10 38.68 51.60 Calzada Rápida de Sur A Norte10008150 • Flexible 8.24 38.36 51.7010008010 • Flexible 7.81 39.17 51.6210010137 • Flexible 8.16 36.42 51.7910007937 8 Flexible 7.64 39.3<4 51.6510007798 • Fle)(ible 8.48 40.07 51.6610007878 8 Flexible e.43 40,'4 51.7010007526 8 Flexible 6.99 42.64 51.4610007411 8 Flexible 8.89 39.61 51.4310007434 • Flexible 9.26 39.07 51.4110007387 8 Flexible 9.72 38.11 51.6910007207 • Flexible 9.09 39.35 51.4210007085 • Flexible 9.09 39.44 68.03

'0006902 • Flexible 8.61 39.76 69.1710006857 • Flexible 9.22 39.21 89.0910006172 • Flexible 9.18 40.98 68.8210006601 • Flexible 7.27 42.29 68.8910006.f90 • Flexible 7.52 41.98 68.87

10010'40 • Flexible 7.46 41.89 69.17

10010119 8 Flexible 9.21 4'.89 69.17

CLIENTE: APC LTDA.El PRESENTE ENSAYO NO PODRA 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.

Alejandro Pena LeónI niero de Proceso

Héctor Eduardo PérezDirector

OBSERVACIONES GENERALES:-La calibración del equipo se realizo de acuerdo a la norma ASTM 04748-06.-El valor de las capas asfálticas y aranulares esta dado por ef primer cambio de densidad reportado por el radagrama.-La medida de los espeseres esta dada por el promedio de la lengitud total del segmente.-Debide a las especificaciones de{ equipo en algunos cases ne 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 les espesores no es posible determinar con exactitud la profundidad finalde la capa granular 2.

Feche de tmpre5i6n: 0310412009 11' Archi vo: INFORME Calle 6SA a Rio Salitre

CONTRATISTA: CONSULTOR: DIAG-074-09

consorcio i ~EJECUCiÓN DE OBRAS DE LA MALLA VIAL, Versión 1

ma~avial J1IJJII ARTERIAL, INTERMEDIA Y LOCAL GRUPO6- ETAPA PREVIA -

INGENIERíA EN víAs ANEXOSTERRESTRES "

ANEX06. 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-10006490CRNS.csv1000649019-03-09KO+030.00KO+060.00002285.00

=====================================================================================DañoDensidad(%)

(severidad) unidadValor deducido

Cantidad

=====================================================================================01.Piel de cocodrilo(L) - m2:036.3

040.00 014.04

Número de deducidos: 1

=====================================================================================Daño Valor deducido=====================================================================================01.Piel de cocodrilo(L) 036.3

Valor deducido más altoSólo un valor deducido (o ninguno) es mayor que 2.Valor deducido corregido CDV:036.28

036.3

=====================================================================================

PCI Sección 064 Bueno

VER ANEXO EN MEDIO MAGNETICO

•

CONTRATISTA: CONSULTOR: DIAG- 074-09

f EJECUCiÓN DE OBRAS DE LA MALLA VIAL, Versión 1

ffi~Wavial J..DJYL ARTERIAL, INTERMEDIA Y LOCAL GRUPO<

6- ETAPA PREVIAINGENIERíA EN víAs ANEXOS

TERRESTRES

ANEXO? ANÁLISIS DEFLECTOMETRICO

Deflexion Caracteristica AV BOYACA CALZADA IZQ. CARRIL 6

900,00

800,00 .

700,00

600,00

500,00

oO

400,00

300,00 -

200,00 .

100,00

0,00O'l O'l e» o» e» O'l O'l o o o o o o o -e--'..- ..- ..- ..- ..- "<t "<t "<t "<t O'l e» (j) o..- ..- ..- -e--' ..- ..- ..- ..- ..- ..- -e--' "<t "<t "<t <Oo o o o o o o o o o o <O <O <O <O..- ..- ..- ..- -e--' ..- ..- ..- ..- ..- -e--' o o o oo o o o o o o o o o o o o o oo o o o o o o o o o o o o o o..- ..- -e-' ..- ..- ..-

..- ..- ..- ..- NO O O O 1"-<O <O <O <O 1"-<O <O <O <O <OO O O O OO O O O OO O O O O...-sEGMENTO ..-

!c."')_(;1 ~.~ c:::::" -oCl. O-

ro ~O c:::

C'l)CI VIN N N 1"- 1"- 1"- 1"- N N N io io io io C;, W1"- 1"- 1"- io io lO lO O O O ro ro ro ro ~ ....•1"- 1"- 1"- ro ro ro ro e» (j) e» O O O O :3 -.<O <O <O <O <O <O <O <O <O <O 1"- 1"- 1"- 1"- Ol"O O O O O O O O O O O O O O ~ OO O O O O O O O O O O O O OO O O O O O O O O O O O O O ~ c:..- ..- ..- ..- c:'"l

O O'

= C"~:::;

..P.t,'; ~

ANÁLISIS DE DEFLEXIONES CALZADA RÁPIDA NORTE SUR

VALORPROMEDIOCORRECCION CARGA CORREclON POR·CDATOS CRUDOS

~D~ls~I.~n~l~m~p~~L~~d~-rOO~__~D~1__~D2~__~D~3__~D4~-4~D5~-rD~6:__-rA~lr~-4~~~v~.__~n~M~E~__-++D~0~-+D~1~-rD~2~-rD~3~-rD~4~-rD~5~-rD~6~-t;F~T~DE~D~0~-++A~B~S~C~IS~A~~DO~-4~D1~-4~D2~-fD~3~~D~4~+O~6~~D~.~CORRECCIO

N m1.02 222.1

NumkN m mmO 2 40.6 221 139

·C ·C91 62 47 36 27 15 19 22:26:47

m m mm mm m m m m217.7 136.9 89.7 61.1 46.3 35.5 26.6

o 010$ 220 138 9S 53 46 35 25 15 19 22:26:56 217.3 136.3 93.8 52.3 45.4 34.6 24.7 1.02 221.6221.97 136.96 90.53 55.96 45.76 34.90 25.02o 40,4 220 139 89 55 46 35 24 15 19 22:27:05 217.8 137.6 8B.1 54.5 45.5 34.7 23.8 1.02 222.2 10010119

40.5 53 48 158.0 115,6 8e,9 72.1 52.3 47.4 39.5 1.00 158,030 73 40 15 20 22:29:22160 117 8840.4 71 55 48 40 15 20 22:29:32 159.4 115.8 90.1 10.3 54.5 47.5 39.6 1.00 159.430 161 117 91

10010119 158.49 115.98 88.63 70.51 54.04 47.12 38.8840,S 47 15 22:29:49 158.0 116.5 88.9 69.1 55.3 46.4 37.5 1.00 158.030 160 118 90 70 56 38 20

1.02 405.9

1.02 401.860

60

38.9 387 23539.2 386 242

6364

5454

3337

1515

1919

22:31:13

22:31:24

397.9 241.6 134.7 85.3 64.8 55.5 33.9

393.9 246.9 132.7 83,7 65.3 55.1 37,8131130

8382

10010119 403.14 244,49 133.34 84.23 65.13 54.56 35.4839,2 386 240 52 393,9 244.9 132.7 83,7 85,3 53.1 34,7 1.02 401.860 130 82 64 34 15 19 22:31:34

9090

40.240.4

7872

6160

49

511515

1919

22:32:3522:32:53

150.2 131.3 103.5 77.6 80.7 48.8 39.8151.5 130.7 105.0 71.3 59.4 50.5 42.6

1.02 153.31.02 154.5

151 132153 132

104

1064043

10010119 153.83 130.80 105.36 73.67 80.12 49.87 41.6140.5 SI 15 19 22:33:04 150.1 130.4 107.7 72,' 60.2 50.4 42.5 1.02 153;190 152 132 109 73 61 4340.3 22:34:09

2l:34:19

224.3 153.8 114.1 92.3 67.5 52.6 34.7226.0 155.0 113.0 93.0 88.0 57.0 37.0

1.02 228.81.02 230.5

120120

226 15S226 15S

115113

9393

6868

5357

35

37

15

15191940

10010119 228.89 154.03 113.19 92.28 67.39 54.78 36.8540.2 222.9 153;2 112.4 91.5 86.7 54.7 38.8 1.02 227.3120 224 154 92 67 55 15 19 22:34:28113 39

153153

39,S-39;6

336

335

110 75]:121----- 79

63- 63

22:36:00 340.3 248.1- 22:36:08 - -338,4247-,5

75.9-79,8

83,8

83.6

50.650;5

, .02 347.1, .02 345.2

245 160245 -- 162 -

50

50

1515

19

19162.0163.8

1".4

113.1344.76 247.01 161.42 110.53 76.49 63.69 50,2149.5153 39,6 19 22:36:17 335.4 245.5 73.7 63 .• 1.02 342.1 10010119332 243 157 106 73 63 49 15 158.6 107.1

748 435n. 733 _ 43"

76

74797-;9464;0 221.9 131.2 91.7 a1.' 70.4779.8 457.4 222.3 133:0 89,4 78.7 63.8

1.02· 613.81,02 795,4

178178

208 1.23209~ 125

8684

6660

1515

1919

2'2.:38:13

22:38;3810010119 801.91 459.93 222.69 132,62 90.78 79.79 67.73178 86


CORRECCION CARGA CORRECION POR·C VALOR PROMEDIODATOS CRUDOS

~D~I.~~~n~l~m~p~~L~o.~d~~D~O~~D~1__ ~D~2__ ~~D~3__ ~D4~-4~D5~~D~.~~A~Ir~-4~P.~v~. __ ~T~IM~E~__ -+~DO~-4~D1L-~D~2~-fD~3L--fD~4L--fD~5L--fD~6L--t1~~~~~g~~D~O~-+fA~B~S~C~IS~AL-~D~O__ ~D~1__ ~D~2__ fD~3L-~D~4__ fD~5L-~D~6__ ,N mNum kN 'C'C m m m mm m m mm mm m

59.6 32.3 25.3 16.261.9 31.5 25.4 18.3

120

120

39.6

39.42525

1919

23:12:38

23:12:46

315.8 183.8 86.9

372.6 182.7 86.3

1.02 383.3

1.02 380,0372 182

367 180

86

85

5961

3231 16

18

1515

10006601 3BO.77 183.45 86.49 50.47 31.76 25.00 17.911.02 379,0120 39,4 24 23:12:55 371.6 183.8 86.3 59.9 31.5 24.4 19,3366 181 85 59 31 19 15 19

62.8 35.4 28.4 24.366.2 36.6 27.5 21.4

1.02 407.01.02 404.9

150150

39.539,3

3536

28

27

1515

19

19

23:14:0523:14:14

399.0 228.9 110.4

396.S 228.0 112.0394 226390 224

109110

6267

242110006601 404.21 228.38 '11,49 64,87 36.49 27,70 22.63150 23:14:23 392.9 228.3 112.' 63.6 37.4 27.3 22.2 1.02 400.639.6 389 226 111 63 37 27 22 15 19

1.02 431.21.02 421.6

30

30

38.739

4140

2929

1919

23:16:05

23:16:14

422.7 227.4 117.6413.3 223.6 116.9

68.2 42.4 30.0 24.668,7 41.0 29.7 23.6

409 220

403 218114114 66

672423

1515

10006772 425.15 225.20 118.25 69.92 42.16 31.53 24.0042 414.4 224.6 120.0 72.8 43.1 34.9 23.6 1.02 422.630 39 404 219 117 71 34 15 19 23:16:2323

45.2 32.2 27.1 25.1

44.9 27.9 23.9 21.9

1.02 281.91.02 277.8

6060

39.840.1

2724

1515

1919

23:17:3723:17:57

276.4 146.7 74.4

272.3 146.6 71.8275 146273 147

7472

4545

3228

25

2210006772 279.25 147.21 73.61 45.30 30.31 28.31 23.981.02 278.140.2 272.6 148.3 74.6 45.8 30.8 27.9 24.960 274 149 75 46 31 28 25 15 19 23:18:06

39.139

23:19:3323:19;45

66.5 43.0 38.9 26.662.6 44.1 39.0 23.6

1.02 456.1

1.02 455.19090

439 220435 219

103100

6561

4243 3838

1515

1919

449.' 225.1 105.4446.2 224.6 102.6

2623

10006772 455.81 225.15 104.38 64.33 43.80 39.35 26.351.02 454.390 38.8 43 39 19 23:19:54 445.4 225.8 105.2 63.9 44.3 40.2 28.9432 219 102 62 28 15

120 38.9 402 207 113 90 60 52 45 15 20 23:21;08 413.4 212.9 116.2 92.5 61.7 53.5 46.3 1.00 413.4

~=f~~~o~t====~===~35~~:t==~~~~4r-.~~~~~~--~;~!:~~7:~~--~:~~~~~~r-~:,;j:--~:~:r----7.~~~--~~~~~~~:~:~:~~:~:7::7:~~~~:~:4~9~:~:~;:~:~~:~::~:r-~:?;:~:~~:7::7!r-~:~~:7~rr---7~:~~~~~:~~!~::~10006772 413.01 214.38 117.47 91.44 63.36 54.11 46.23

85.3 54.9 46.6 33.266.1 52.7 46.5 33.1

1.02 511.6

1.02 503.938.638.7

484 210478 208

9599

5351

4545

3232

1919 23:22:58

23:23:10

501.6 217-.6 98.4

494,' 215.0 102.36364

]S

1510006857 505.70 217.05 103.69 66.49 53.75 47.20 33.08o 23:23:31 491.8 218.6 110.3 68.0 53.6 48.5 33.0 1.02 501.6477 212 107 66 52 47 15 19

39.5-39.]

85.1 65.8 56.7 45.683.6 _ 63.5 56.4 e 48.4

1.02 511.31..02 506]

30:'10 3-

495 250493 250

122121

64sa

65063

5556

4548

1919 23:24:3423:24;42


VALOR PROMEDIOCORRECCION CARGA CORRECION POR·CDATOS CRUDOS

I.O~ls~~~n~,I~m~.-4~L~o.~d~~O~O~~O~I__ ~O~2 ~O~3__ ~O~4__ ~O~5__ ~O~6~~A~lr~-4~P.~v~.__ ~T~IM~E~__ -+~OO~-4~O~I__ ~O~2~-40~3~-4O~4~-f0~5~-f0~6~-f,FAcmR~~O~O__ ~~A~B~S~C~IS~A~~O~OL--+~OIL--+~02~~O~3~~O~4__ ~O~5L-~O~6--1CORRECCIO

~-12~O~N~.~m~~kN~~.~.~m~3~S~4~~2~2.~m~-1~2-'~~'3~~~68~~S~8~L-4~9f·~C--~IS~·~C~~1~'~~23~:'~4~:1~4+4illm~3~54~.0~m~22~0~.0~~'2~9~.0~m~9~3~.0~m~.~6~.0~~5~.~.0~~4~9~.0~--~N~,~.0~2~m~~~,~.,++-------+~---'~ ~~!m~_~~-4.~ __ ~mL-~m~~120 40,1 354 220 130 93 69 61 48 15 19 23:44:22 353.1 219.5 129.7 92.8 68.8 60.8 47.9 1.02 360.2 364.02 221.76 130.11 93.99 68.90 59.19 48.5010007085

380.8 216.2 126.3 83,8 89.7 61.6 50.5 1.00 360.639.6 377 216 69 61 23:47:19150 125 S3 S. 14 2069 61 23:47:27 369.0 213.0 123.0 91.0 69.0 61.0 50,0 1.00 369.015. 40 369 213 123 91 50 14 20

10007085 372,55 214.75 124.29 89.10 69.01 61.31 50.25367.8 213.1 123.6 92.5 68.3 61.3 50.3 1.00 367.815. 39.8 366 212 6. 61 20 23:47:35123 .2 50 14

5951

23:49:43,23:49:53

353.1 202.5 120.7 90.8 69.8 58.9 50,9341.3 196,0 122.4 93.5 70.6 60.7 48,8

1.02 360.21.02348.1

ISOlBO

40.1 354 20340.2 343 197

121123

91.4

7071

514.

15

15

19

is10007085 352.14 199.50 121.49 91.95 69.71 59,75 47,801.02 348.1ISO 69 60 23:50;01 341.3 200.0 121.4 91.5 68.7 59.7 43,640,2 343 201 122 92 44 15 rs

6463

57SS

23:51:5923:52:07

306.0 169.0 103.0 79.0 64.0 57.0 46.0301.2 167.6 104.7 81.8 62.8 54.9 46.9

1.02 312.11.02 307.3

303.

40 306 16940.1 302 168

103105

79S2

4647

1515

l.l.

10007207 307.96 167.69 103.73 eO,53 62.97 55.02 46.07298.5 166.5 103.4 aO.8 62.1 53,2 45,3 1.02 304.530 40.6 303 169 105 82 63 54 19 23:52:1646 15

40 323 206 129 98 73 64 64 15 19 23:53:09 323.0 206.0 129.0 98.0 73.0 64.0 64.0 1.02 329.5

10007207 326.13 205.16 129,89 97,59 72.61 61,95 55.624

436.6 269,7 150.6 104.8 77.4 66.2 50.9

428.4 266.3 151.9 106.3 79.0 66.8 51.6

1.02 445,41.02 436.9

39.3 429 265

39.5 423 263

1.48 103

150 lOS

7678

6566

1919

23:54:2623:54:35

90

905051

1515

10007207 440,45 268,02 151,94 106.26 78,85 86.67 51,7890 4 39.4 424 264 7. 66 23:54:43 430.5 268,0 153,3 107,6 80.2 67.0 52,8 1,02 439.1151 106 52 15 19

120 39.6 408 257 140 89 68 55 44 15 20 23:55:37 412.' 259.6 141.4 89,9 66.' 55.6 44.4 1.00 412.1120 39,~ 402 250 141 99 69 57 47 15 20 23:55:46 407.1 253,2 142.8 100,3 69.9 57.7 47.6 1.00 407;1

_~120 ~~ ~~~1~~3t==2~"~=I~~==_=='4~1t==I~OO~==~7~2~=5~St===4~7t====I~S=====2~0t=~2~3.~.S~S:~55~~'~O~6.~'~2=54=.2~=':42='.=r='=0,=.3~~72=.9=r~56~.7~==47~.6~~===,.0~O~~4~OB~"~i-='=OO=0=72=0=7=t4=~=="=0t=25=5=.6=5t'=4=2.=33J1-9=7=.'=4+=7=0.=49~5=7=.3=4t=4=6.=54~

-¡SO ~--'+--:3"'8."91-----537 303 162 115 82 71 42 15 20 23:56:54 552.2 al lJ3 ,S6,6 118.3 64.3 73.0 43.2 1.00 552,2

150 39 528 300 162 115 83 68 54 lS 20 23:57:02 541,5 307.7 166.2 117.9 85.1 69.7 55.4 1.00 541,510007207 545,31 309.06 168.50 118.63 85.13 71.45 51.95150 39.1 530 301 163 117 84 70 56 15 20 23:57:10 542.2 307,9 166.8 119,7 65.9 71.6 57.3 1,00 542,2

-o~ - 39.6 399 247 140 97 73 64 49 14 73.774.0

49.551.0

1.06 427.21.OS 418.7

19 23:59:1719 23:59:26

403.0 249,5 141.4

395.0 244.0 139,064.6

62.098.099.0

--- o -~ 3 ----"":4"'01----'3"."'5t---'2"'44+----',"'3"".~----= ••+--74 62 51 14

10007387 422.59 246.76 140.49 98,91 75.11 63.04 50.9639,7 395 245 140 99 77 62 52 14 398.0 246.9 141.' 77.6 62.5 52.4 1.08 421.999.7

388.7 252.0 145,9 109.2 79.6 62.2 51.0374.9 244.6 150.4 105.3 77.2 64.2 49.1

1,02 394.51.02 362.4

3030

39,2

39.9379 247374 244

143

150

107

1057.77

61

64

rs19

00:02:5100:03:18

SO49

1414

10007387 386.43 247.29149,35 105.99 78.06 62,91 49,13374.9 245.2 151.8 103.5 77.4 62,3 47.2 1.02 382.4__ 30 39,S 62 19 00:03;42373 244 151 103 77 47 14

10007387 388.80 251.18 148,82 104.71 73.40 60.94 47.81

39.9 349 231 VI.Q 100 75 62 48 14 19 00:11:34 349.9 231,6 140.4 100.3 75.2 62.2 48.1 1.02 356.9

·---"i----~---:~~~:~~~~:~~+--~~~4~--~~~:~~~~~~:~--~;~~··--~:~~t-~!~~1-----~~:~--~:~:I--~:~~~~~~~~~:~~~~::~:~,.~~:~~~::~~~:~:~::~~~~~~~:~+-~;~:~::+-~:~~~::+--:~:~::~--~:~:~~~+-~::=~~:~~ 10007434 353.99 230.48 141.21 101.91 74,94 61.62 48.96

~ 39.2 435 281. 169 119 82 66 52 14 19 00:14:06 443.9 286.7 172A 121.4 83.7 67.3 53.1 1.02 452.8~----~--~3~9~.6t--47.5~0t-~2=974~--,~S~51---,~.373~~9~Sr-~S~3+---6=7+---~14~--~1~.t-~oo~:7,4~:3~0~~4~574.~5~2~97~.0~~,7B.~.9~~'~34~.3~~96~.0~~.3~.6~~.7~.7~r---~,.0=2~~4~.3~ .•~

30 39.7 434 282 172 121 83 70 SS 14 19 00:14:55 437.3 284.1 173.3 121.9 83.6 70,5 55.4 1.02 446.0 10007434 454.14 289.28 177.54 125.90 87.75 73,90 58.72

60 39.8 327 222 147 112 81 67 52 14 19 00:17:18 328,6 223:1 147.7 112.e8U 67.3 52,3 1.02 335.260 40 327 223 148 113 81 68 53 14 19 00:17:42 327,0 223.0 148.0 113.0 81.0 68,0 53,0 1.02 333.5

1-~ .:>+-...:.~0"'.1'f-232ó27+--2"'2:;>.'l__-=:14~8+__211l!Il__-2.l!I~¿;6S!.J__-'!;534-_~.-!1~4~---I~.!.J----!OO~~:12.8:".6'4--~3",2~6~.21_'2"'2:=,2.~4f__'!.:!4"'7.2..~',,'~0.!..7~-'1.~O·óéB~-'1.~7·óé6~-'5~2."'9H_----'-'.,,02'4_-'3~32=.!.j7H_--'~0"'00~7'"43O:,4--+"'33"3"'.8"'2+"22'"2"'.e"'5+"'4!!7,,.7=.9l_'C!'=2.'"'O'+_'6"-,,,,.0,-7t-"-.7~.7,"2+5,,,2,,.7'-l'

60 39.8 327 222 147 112


CORRECCION CARGA VALOR PROMEDIODATOS CRUDOS CORRECION POR ·C

rO~'$~U~n~l~m~~~Lo~.~d~-r0~O~-rD~1__ ~O~2__ ~~O~3__ ~O~4__ ~O~5__ fO~.~-fA~'r~~~p.~v~.__ ~T~IM~E~__ -+~OO~~~01L-~D~2~~O~3~-f~04~~O~5~-f0~6~-f~~~~g~rD~O __ -+fA~B~S~C~IS~A~+O~0~-fD~1L--fD~2~-r0~3__ ~04~~O~5L-~D~6~N mm Num kN m 'C 'C m m m m m mm m m m m

40.4 261 172 10007526 264.48 170.17 109.00 81.59 59.12 53.19 41.94lO UD 82 60 51 19 00:30;23 25B.4 170.3 108.9 81.2 59.4 50.5 43.6 1.02 263.644 14

60 39,2 378 210 U6 83 60 52 43 14 19 385.7 214.3 118.4 84.7 61.2 53.1 43.9 1.02 393.400:32:1360 39.3 U7 60 52 44 19 384] 216.8 119.1 84.5 61.1 52.9 44.8 1.02 392.4378 213 83 14 00:32:36

39.2 46 19 383.7 216.3 119,4 85.7 82.2 55.1 46.9 10007526 392.40 215.80 118.95 84.96 61.51 53.70 45.2060 376 212 U7 84 61 54 14 00:33:00 1.02 391.3

90 37,3 243 120 101 19 664.2 434.3 280.6 185,5 128.7 108.3 91.2 1.02 697.9638 405 173 85 15 00:35:03

117 92121 96

7376

90.0

36,437,7

611 378630 394

236246

169174

1515

1919

00:39:2000:39:56

671,4 415.4 259,:3 185,7 128,6 101,1 80,2688.4 418.0 261.0 184.8 128.4 101.9 80.6

1.02 684.91,02 681.8 10007528 888.18 422.58 260.31 185.28 126.55 10:3,76 84.00

37.4

37,49390

7776

1.04 815.:31.04 803.1

733 418722 414

206207

138140

106101

1515

1818

00:48:4200:49:28

764,0 447.1 220.3 147.6 113.4 99,5 82.4772,2 442,6 221.4 149,7 108.0 96.3 81.3

37,S 10007798 804.97 443,48 220.48 148,18 111.13 97,24 80,86718 413 206 138 105 90 74 15 18 00:50:17 765,9 440,5 219.7 147.2 112.0 98.0 78,9 1.04 796.5

15 38.3 157 89 76 66 18 00:53:07 510,7 294.5 184.0 120.1 93,0 79.4 6a,9 1.04 531.'489 282 115 153535

38,438,5

6666

1818

504.2 294,8 162.5 119.8 91.7 83.3 68.8502.9 295,' 164.2 117.4 91.4 80.0 68,8

1.04 524,31,04 523,0

484 283484 284

156158

115113

8888

8077

1515

00:54:0000:54:29 10007798 526.15 294,79 163,54 119,10 92,02 80.90 68,75

~---~r-~3~9~.6t-~31~3t-~2~2~91----~14~St--'~0~Sr-~7~7r-~70i---~S6i---·~1~sl-----'~8+-~OO~:S76:7.'9i-~3=3~•.74~2~31~.3~~174.~.5~~1~06~.~'~~77~.8~~70~.7~~S6~.~8Hr--~'.~04i-~37.4~~:~~~--~--r----t----r---i----t----~--t_--~60 39,8 334 230 147 108 75 67 55 15 18 00:56:42 335,7 231.2 147.7 108,5 75.4 87,3 55.3 1.04 349,'

10007798 349,75 231.68 147.52 107,62 77.45 66,74 56,6660 39.9 336 232 148 108 79 68 58 15 18 00:57:05 336,8 232,6 148,4 108,3 79,2 68.2 58,' 1.04 350.30.0

90 39.4 345 236 148 110 83 75 64 15 18 00:58:27 350,3 239,6 150.3 111,7 84,3 76,1 65.0 1,04 364.390 39.5 340 233 138 95 74 62 SS 15 18 00:58:51 344,3 235,9 139.7 96,2 74,9 62,6 55,7 1,04 358.1

r_-9~O+_~~r_~3~9.~6r_~3~4~2r_~2~35~--~1~42~r_~1~O~lr---~~76~~-_-~~6~7t==jS~8t===~lS~==:=j,i8t==~0~0:;S9tl~1~4~~~j3~4~5~,~5~-~~2~3~7E.44:j'~4~3~.44=],~0~2~.0~~·=~7~.~.8~==~.~7t.74:=~58~.•~~~===~'~.~0~44=§3~5~9~.34j~'~oo~0~77~9~8~3~6~0~.54~2~3~7~.•~4~'~4~4.~48~'~03~.3~O~7.~.~6.~.~8~.8~7~5~•.~75~

Distan Imp Load DO 01 02 03 04 05 06 Alr Pave TIME DO 01 02 03 04 05 06 FACTOR DE DO ABSCISA DO 01 02 03 04 05 06CORRECCIO

m Num kN m m m m m m m 'C 'C m m m m m m m N m m m m m m m mO 2 40.6 222 166 136 116 92 80 66 14 17 01:29:51 218.7 163.5 134.0 114.3 90.6 78.8 65.0 1.06 231.8O 3 40.6 221 166 135 115 93 79 64 14 17 01:30:00 217.7 163.5 133.0 113.3 91.6 77.8 63.1 1.06 230.8O 4 40.6 224 167 137 117 96 82 67 14 17 01:30:08 220.7 164.5 135.0 115.3 94.6 80.8 66.0 1.06 233.9 10008532 232.19 163.88 133.99 114.29 92.28 79.15 64.70

36 2 39.9 341 238 168 135 106 93 71 14 17 01:35:49 341.9 238.6 168.4 135.3 106.3 93.2 71.2 1.06 362.436 3 39.7 339 235 171 136 106 92 70 14 17 01:35:58 341.6 236.8 172.3 137.0 106.8 92.7 70.5 1.06 362.136 4 39.9 340 236 175 137 107 92 73 14 17 01:36:07 340.9 236.6 175.4 137.3 107.3 92.2 73.2 1.06 361.3 10008532 361.91 237.32 172.05 136.57 106.78 92.72 71.83

60 2 39.5 382 295 227 175 137 114 90 14 17 01:37:08 386.8 298.7 229.9 177.2 138.7 115.4 91.1 1.08 410.060 3 39.6 383 296 227 175 137 113 89 14 17 01:37:17 386.9 299.0 229.3 176.8 136.4 114.1 89.9 1.06 410.160 4 39.5 384 296 227 184 139 114 88 14 17 01:37:26 388.9 299.7 229.9 186.3 140.8 115.4 89.1 1.08 412.2 10008532 410.77 299.18 229.68 180.10 139.29 115.01 90.05

6 2 39.6 303 181 108 73 53 50 37 14 17 01:44:30 306.1 182.8 109.1 73.7 53.5 50.5 37.4 1.06 324.46 3 39.8 304 178 107 73 54 52 35 14 17 01:44:39 305.5 178.9 107.5 73.4 54.3 52.3 35.2 1.06 323.96 4 39.6 302 177 105 73 55 51 36 14 17 01:44:47 305.1 178.8 106,1 73.7 55.6 51.5 36.4 1.08 323.4 10007526 323.88 180.17 107.56 73.61 54.45 51.43 36.30

30 2 39.6 351 195 111 78 57 49 39 14 17 01:46:02 354.5 197.0 112.1 78.8 57.6 49.5 39.4 1.06 375.830 3 39.8 354 197 113 80 57 52 36 14 17 01:46:10 355.8 198.0 113.6 80.4 57.3 52.3 36.2 1.06 377.130 4 39.7 350 193 110 80 55 49 36 14 17 01:46:18 352.6 194.5 110.8 80.6 55.4 49.4 36.3 1.06 373.8 10007526 375.58 196.47 112.17 79.93 56.76 50.38 37.28

60 2 40,6 245 139 78 48 36 31 23 14 17 01:47:52 241.4 136.9 76;8 47.3 35.5 30.5 22:7 1.06 255,960 3 40.6 243 142 81 47 36 32 24 14 17 01:48:02 239.4 139.9 79.8 46.3 35.5 31.5 23.6 1.06 253.860 4 40.5 244 138 80 46 37 31 25 14 17 01:48:11 241,0 136.3 79.0 45,4 36.5 30,6 24.7 1.06 255.4 10007526 255.03 137,71 78.55 46.34 35.93 30.90 23.67

90 2 39.5 319 222 151 106 79 64 47 14 17 01:49:03 323.0 224,8 152.9 107.3 90.0 94.9 47.6 1.06 342.490 3 40.2 322 228 152 109 90 64 47 14 17 01:49:12 320.4 226.9 151.2 109.5 79.6 63.7 46.8 1.06 339.690 4 39.8 319 222 149 107 81 65 47 14 17 01:49:21 320.6 223.1 149.7 107.5 81.4 65.3 47.2 1.06 339.8 10007526 340.63 224.93 151.30 107.78 80.34 64.61 47,20

::-- O -2 39.6 448 280 193 149 112 89 68 14 17 01:52:15 452.5 282.6 194.9 150.5 113.1 89,9 68.7 1.06 479.7O 3 39.4 447 280 193 150 112 91 69 14 17 01:52:24 453.8 284.3 195.9 152.3 113.7 92.4 70.1 1.06 481.0O 4 39.6 448 281 194 151 113 89 70 14 17 01:52:32 452.5 283.8 196.0 152.5 114,1 89.9 70.7 1.06 479.7 10007477 480.13 283.64 195.62 151,77 113.66 90.73 69.81

30 2 39.3 459 324 209 149 108 88 66 14 17 01:55:30 467.2 329.8 212.7 151,7 109.9 89,6 67,2 1,06 495.230 3 39.2 457 322 208 144 106 83 64 14 17 01:55:58 466.3 328.6 212.2 146.9 108,2 84.7 65,3 1.06 494,330 4 39.2 458 322 206 144 107 84 64 14 17 01:56:07 467.3 328.6 210.2 146.9 109.2 85.7 65.3 1.06 495.4 10007477 494.97 328.97 211.72 148.51 109.09 86.66 65.93

- O 2 39.6 389 263 177 133 100 79 60 14 17 01:57:15 392.9 265.7 178.8 134.3 101.0 79.8 60.6 1.06 416.5O 3 39.5 388 262 178 131 97 78 61 14 17 01:57:24 391.9 264.6 179,8 132.3 98.0 78.8 61,6 1.06 415.4O 4 39.6 389 262 179 132 95 79 67 14 17 01:57:33 392,9 264.6 180.8 133.3 96.0 79,8 67.7 1.06 416.5 10007434 416.15 264.98 179.80 133.33 98.32 79.46 63.30

DATOS CRUDOS CORRECCION CARGA CORRECION POR 'C VALOR PROMEDIO

Distan 11!1P_ Load DO 01 02 03 04 05 06 Air Pave TIME DO 01 02 03 04 05 06 FACTOR DE DO ABSCISA DO 01 02 03 04 05 06CORRECCIO

m Num kN m m m m m m m ·C ·C m m m m m m m N m m m m m m m m

30 2 39.8 457 287 195 150 115 93 67 14 17 01:58:38 459.3 288.4 196.0 150.8 115.6 93.5 67.3 1.06 486.930 3 39.9 457 286 195 151 116 95 67 14 17 01:58:47 458.1 286.7 195.5 151.4 116.3 95.2 67.2 1.06 485.630 4 39.8 456 288 197 155 115 95 70 14 17 01:58:56 458.3 289.4 198.0 155.8 115.6 95.5 70.4 1.06 485.8 10007434 486.09 288.20 196.49 152.64 115.82 94.73 68.29

60 2 39.9 409 263 177 132 98 82 64 14 17 02:00:05 410.0 263.7 177.4 132.3 98.2 82.2 64.2 1.06 434.660 3 40.1 408 260 175 122 98 80 66 14 17 02:00:15 407.0 259.4 174.6 121.7 97.8 79.8 65.8 1.06 431.460 4 40.1 409 263 181 114 98 86 64 14 17 02:00:23 408.0 262.3 180,5 113,7 97,8 65,8 63,8 1,06 432,5 10007434 432,83 261,78 177.52 122,58 97,92 82,60 64,61

30 2 39,1 546 376 244 175 123 98 74 14 17 02:01:49 558,6 384,7 249,6 179,0 125,8 100,3 75,7 1.06 592,130 3 39,3 549 378 248 178 130 103 76 14 17 02:01:59 558,8 384,7 252,4 181.2 132,3 104,8 77.4 1,06 592,330 4 39.1 547 376 250 175 128 101 75 14 17 02:02:07 559,6 384,7 255,8 179,0 130,9 103,3 76,7 1.06 593,2 10007387 592,52 384,68 252,60 179,74 129,70 102,81 76,59

60 2 39,5 726 454 285 189 135 102 81 14 17 02:03:26 735,2 459,7 288,6 191.4 136,7 103,3 82,0 1.06 779,360 3 39,7 723 455 290 193 133 109 83 14 17 02:03:36 728,5 458.4 292,2 194,5 134.0 109.8 83,6 1,06 772,260 4 39,6 724 455 288 202 133 106 83 14 17 02:03:45 731.3 459,6 290,9 204,0 134,3 107,1 83,8 1.06 775,2 1007387 775,55 459,26 290,57 196,63 135,02 106,73 83,16

O 2 39,2 446 304 193 138 98 75 61 14 17 02:05:17 455,1 310,2 196,9 140,8 100,0 76,5 62,2 1,06 482.4O 3 39.4 448 307 195 141 99 80 62 14 17 02:05:26 454,8 311,7 198,0 143,1 100,5 81,2 62,9 1.06 482,1O 4 39,5 449 308 197 143 101 82 64 14 17 02:05:35 454,7 311.9 199.5 144,8 102,3 83,0 64,8 1.06 482,0 10007207 482,16 311,26 198,13 142,92 100,93 80,26 63,33

30 2 40,2 353 244 160 119 92 77 62 14 17 02:07:12 351,2 242,8 159,2 118.4 91,5 76,6 61,7 1.06 372,330 3 39,9 347 238 157 116 88 71 57 14 17 02:07:21 347,9 238,6 157.4 116.3 88,2 71.2 57,1 1,06 368,730 4 39,9 349 239 158 118 87 76 57 14 17 02:07:30 349,9 239,6 158.4 118,3 87,2 76,2 57,1 1.06 370,9 10007207 370,64 240,33 158,33 117,66 88,99 74,66 58,66

38¡;60 40 --240 151 117 90 73 57 14 17 02:09:11 386,0 240,0 151,0 117,0 90,0 73,0 57,0 1.06 409,260 3 40,1 385 236 153 121 91 75 58 14 17 02:09:20 384,0 235.4 152,6 120,7 90,8 74,8 57,9 1,06 407,160 4 39,9 383 234 153 120 91 75 56 14 17 02:09:29 384,0 234,6 153.4 120,3 91.2 75,2 56,1 1,06 407,0 10007207 407,75 236,67 152,33 119,33 90,67 74,33 57.00

90 2 40,2 311 197 129 99 75 61 48 14 17 02:10:40 309,5 196,0 128.4 98,5 74,6 60,7 47,8 1,06 328,090 3 40,4 311 197 130 101 76 63 47 14 17 02:10:49 307,9 195,0 128,7 100.0 75,2 62,4 46,5 1.06 326.490 4 40,3 325 208 131 102 76 63 47 14 17 02:10:58 322,6 206,5 130,0 101.2 75.4 62,5 46,7 1,06 341.9 10007207 332,12 199,17 129,03 99,92 75,10 61,87 46,98

120 2 40,2 328 221 144 102 82 69 51 14 17 02:12:03 326,4 219,9 143,3 101.5 81.6 68,7 50,7 1,06 340,0120 3 40,4 330 225 144 101 82 69 51 14 17 02:12:14 326.7 222,8 142,6 100.0 81.2 68,3 50,5 1.06 346,3

~I-- 4 40 329 223 146 102 84 70 49 14 17 02:12:23 329.0 223,0 146,0 102,0 84,0 70,0 49,0 1.06 348,7 10007207 347,01 221,89 143.95 101,16 82,26 68,99 50,08

150 2 39,5 467 273 175 126 92 76 56 14 17 02:13:22 472,9 276,5 177.2 127,6 93,2 77.0 56,7 1,00 501,3150 3 39,7 467 272 177 131 94 78 57 14 17 02:13:31 470,5 274,1 178,3 132,0 94,7 78.6 57,4 1.06 498,8150 4 39.5 466 274 178 122 93 76 57 14 17 02:13:40 471.9 277.5 180,3 123,5 94,2 77.0 57,7 1,06 500,2 10007207 500,09 275,99 178,60 127,71 94,02 77.50 57,29

O 2 40 364 235 132 52 43 38 36 14 17 02:14:48 364,0 235,0 132,0 52,0 43,0 38.0 36.0 1,06 385,8O 3 40 359 231 132 51 41 37 34 14 17 02:15:11 359,0 231,0 132,0 51,0 41,0 37,0 34,0 1,06 380,5O 4 40,1 362 233 134 61 45 40 34 14 17 02:15:20 361.1 232.4 133,7 60,8 44,9 39.9 33.9 1.06 382,8 10007085 383.05 232.81 132,56 54,62 42,96 38.30 34,64

30 2 40.5 282 212 154 119 89 17 60 14 17 02:16:09 278,5 209,4 152,1 117,5 87,9 76,0 59,3 1,06 295,230 3 40.3 281 212 155 117 89 74 61 14 17 02:16:18 278,9 210,4 153,8 116,1 88,3 73.4 60,5 1,06 295,630 4 40.2 282 212 154 119 86 74 63 14 17 02:16:27 280.6 210,9 153.2 118.4 85,6 73,6 62,7 1.06 297,4 10007085 296.10 210,25 153,06 117,36 87,27 74.38 60.83

60 2 39,1 441 297 194 137 99 83 71 14 16 02:18:28 451,2 303,8 198.s 140.2 101,3 84,9 72,6 1,07 482,760 3 39 438 294 194 136 97 82 67 14 16 02:18:37 449.2 301,5 199,0 139,5 99,5 84,1 68,7 1.07 480,760 4 39.3 440 297 196 136 100 83 68 14 16 02:18:46 447.8 302,3 199,5 138.4 101.8 84,5 69,2 1.07 479,2 10007085 480.86 302,55 198,98 139,35 100,85 84,50 70,19


Distan Imp Load DO D1 02 03 04 05 06 Air Pave TIME 00 01 02 03 04 05 06 FACTOR DE 00 ABSCISA 00 01 02 03 04 05 06CORRECCIO

m Nom kN m m m m m m m ·C ·C m m m m m m m N m m m m m m m m

90 2 40.5 211 135 102 79 63 57 49 13 17 02:20:30 208.4 133.3 100.7 78.0 62.2 56.3 48.4 1.06 220.990 3 40.5 210 133 102 82 63 57 45 13 17 02:20:44 207.4 131.4 100.7 81.0 62.2 56.3 44.4 1.06 219.990 4 40.6 211 137 102 82 65 58 45 13 17 02:20:57 207.9 135.0 100.5 80.8 64.0 57.1 44.3 1.06 220.4 10007085 220.37 133.22 100.66 79.93 62.83 56.58 45.72

120 2 40.1 307 195 139 110 80 67 50 13 17 02:22:15 306.2 194.5 138.7 109.7 79.8 66.8 49.9 1.06 324.6120 3 40.4 307 195 139 108 83 65 49 13 17 02:22:23 304.0 193.1 137.6 106.9 82.2 64.4 48.5 1.06 322.2120 4 40.2 306 194 139 109 81 64 49 13 17 02:22:33 304.5 193.0 138.3 108.5 80.6 63.7 48.8 1.06 322.7 10007085 323.18 193.54 138.20 108,37 80.86 64.98 49,05

150 2 40 312 236 164 122 95 82 68 13 17 02:23:26 312.0 236.0 164.0 122.0 95,0 82,0 68.0 1.06 330.7150 3 40.1 316 237 168 128 96 86 68 13 17 02:24:04 315.2 236.4 167.6 127.7 95,8 65.8 67.8 1.06 334.1150 4 40.4 316 239 168 128 97 83 67 13 17 02:24:13 312.9 236.6 166.3 126.7 96.0 82.2 66.3 1.06 331.6 10007085 332.16 236.35 165.97 125.47 95.60 83.32 67.39

O 2 38.6 655 405 248 169 113 92 70 13 17 02:26:02 678.8 419.7 257.0 175.1 117.1 95,3 72.5 1.06 719.5o 3 38,9 655 409 251 122 114 92 73 13 17 02:26:11 673.5 420.6 258.1 176.9 117.2 94.6 75.1 1.06 713.9

1----2. r-__._4 _}8.7 656 408 251 171 110 91 70 13 17 02:26:19 678.0 421.7 259.4 176.7 113.7 94.1 72.4 1.06 718.7 10006902 717.38 420.65 258.17 176.25 116.01 94.67 73,32

30 2 40.3 319 175 -Ü3 95 71 64 44 13 17 02:28:09 316.6 173.7 122.1 94.3 70.5 63.5 43.7 1.06 335.630 3 40,1 315 183 120 94 71 59 44 13 17 02:28:18 314,2 182.5 119.7 93.8 70.8 58,9 43,9 1.06 333.1

f----1Q 4 40,3 315 177 120 93 68 61 42 13 17 02:28:27 312.7 175.7 119.1 92.3 67.5 60.5 41.7 1.06 331.4 10006902 333.37 177.31 120.30 93,46 69.60 60.97 43.08

--60 ----2 -'- 40 307 142 82 63 51 48 33 13 17 <;2:29:32 307,0 142,0 82.0 63.0 51.0 48.0 33,0 1.06 325,460 3 40,2 304 145 83 64 51 46 34 13 17 02:29:43. 302.5 144.3 82.6 63.7 50,7 45.8 33.8 1.06 320.680 4 40,3 305 150 79 64 51 46 32 13 17 -02:29:52 302,7 148.9 78.4 63.5 50.6 45,7 31.8 1.06 320.9 10006902 322.32 145.05 81.00 63.40 50.79 46.48 32.86

-- 90 2 38.7 466 293 172 115 -~ -78 57 13 17 02:31:08 481.7 302,8 177.8 118.9 95.1 80.6 56.9 1,06 510.6¡----!lQ __ 3 38,8 461 284 171 109 93 76 59 13 17 02:31:20 475.3 292,8 176.3 112.4 95.9 78.4 60.8 1,06 503.8__ ._9_0I---~__ l~_ 459 282 168 123 91 75 57 13 17 02:31:35 476,9 293.0 174,5 127.8 94.5 77.9 59.2 1.06 505,5 10006902 506.61 296.20 176.20 119.68 95,17 76,96 59.65

30 2 38.6 629 390 220 130 98 84 67 13 16 02:33:44 651,8 404.1 228.0 134.7 101,6 87.0 69.4 1.07 697.430 3 38.6 621 387 216 128 97 - ai 64 13 16 02:33:57 643.5 401,0 223.8 132.6 100.5 83.9 66.3 1.07 688.630 4 38.7 620 385 221 143 97 83 65 13 16 .~~:34:07 640.8 397.9 228.4 147.8 100.3 85.8 67.2 1.07 685.7 10006857 690.57 401.04 226.75 138,39 100.78 85.59 67.64

-66 r=:~~-~ 313 196 122 97 72 64 45 13 17 -'02.:36:06 311.4 195.0 126,4 96.5 71,6 63,7 44.6 1.06 330.1~ 3 40.1 313 197 128 92 73 59 45 13 17 02:36:15 312.2 196.5 127.7 96.8 72.8 58,9 44.9 1.06 331.0---= -__ 60 4 40 311 194 127 93 76 60 43 13 17 02:36:29 311.0 194,0 127.0 93.0 76.0 60.0 43.0 1.06 329.7 10006857 330.25 195.18 127,02 95.43 73.49 60.84 44.22

-o -- 2 39.4 444 255 134 83 69 57 47 13 17 02:38:21 450.8 258.9 136.0 84.3 70.1 57.9 47.7 1.06 477.8

---~ ---- 3 39.5 440 258 137 83 70 58 49 13 17 02:38:32 445.6 261.3 138.7 84.1 70.9 58.7 49.6 1.06 472.3_ O 4 39.5 438 256 138 93 65 59 47 13 17 02:38:41 443.5 259,2 139.7 94.2 65.8 59.7 47.6 1.06 470.2 10006772 473.42 259.80 138.17 87,50 68.92 58.78 48.31

~ 2 39.1 405 241 138 99 25 66 57 13 17 02:40:14 414.3 246.5 141.2 101.3 76.7 67.5 58.3 1.06 439.230 3 39,3 404 242 137 99 23 63 51 13 17 02:40:26 411.2 246,3 139.4 100.8 74.3 64.1 51.9 1.06 435.930 4 39.3 403 239 131 101 73 62 53 13 17 02:40:35 410.2 243.3 133.3 102.8 74.3 63.1 53.9 1.06 434.8 10006772 436.61 245.37 137.98 101.61 75.11 64.92 54.72

60 2 39.5 429 244 128 90 68 61 52 13 17 02:41:33 434.4 247.1 129.6 91.1 68.9 61.8 52.7 1.06 460.560 3 39.5 423 242 129 89 70 62 53 13 17 02:41:52 428.4 245.1 130.6 90.1 70.9 62.8 53.7 1.06 454.1

~ !--- 4 39.5 422 241 129 90 69 61 50 13 17 02:42:00 427.3 244.1 130.6 91.1 69.9 61.8 50.6 1.06 453.0 10006772 455.84 245.40 130.30 90.80 69.87 62.11 52,32

90 2 39.6 428 245 117 65 SS 46 37 13 17 02:43:00 432.3 247.5 118.2 65.7 55.6 46.5 37.4 1.06 458.390 3 39.8 427 247 117 66 52 43 35 13 17 02:43:07 429.1 248.2 117.6 66.3 52.3 43.2 35,2 1.06 454.990 4 39.5 423 244 118 69 52 46 37 13 17 02:43:16 428.4 247.1 119.5 69.9 52.7 46.6 37.5 1.06 454.1 10006772 455.74 247.60 118.42 67.29 53.49 45.42 36.67

120 2 40 278 158 73 39 28 22 18 13 17 02:44:25 278.0 158,0 73.0 39.0 28.0 22.0 18,0 1.06 294.7120 3 40.2 276 157 75 38 31 22 19 13 17 02:44:34 274.6 156.2 74.6 37.8 30.8 21.9 18.9 1.06 291.1120 4 40.2. 277 153 71 40 29 23 20 13 17 02~44:42 275.6 152.2 70.6 39.8 28.9 22.9 19.9 1.06 292.2 10006772 292.65 155.49 72.76 38.87 29.23 22.26 18.94

o 2 40;7 229 119 57 34 25 16 10 13 17 02:46:00 225.1 117.0 56.0 33.4 24.6 15.7 9.8 1.06 238.6o 3 40.5 228 118 59 34 25 19 13 13 17 02:46:20 225.2 116.5 58.3 33,6 24.7 18.8 12.8 1.06 238.7o 4 40.5 227 117 51 36 25 19 13 13 17 02:46:34 224.2 115.6 50.4 35.6 24.7 18.8 12.8 1.06 237.6 10006601 238.30 116.35 54.89 34.18 24.65 17.75 11.84

OATOS CRUOOS CORRECCION CARGA CORRECION POR 'C VALOR PROMEOIO

Distan I",p Load DO 01 02 03 04 05 06 Al, Pave TIME DO 01 02 03 04 05 06 FACTOR DE DO ABSCISA DO 01 02 03 04 05 06CORRECCIO

m Num kN m m m m m m m ·C ·C m m m m m m m N m m m m m m m m

30 2 40.5 185 109 62 49 38 27 17 13 17 02:47:45 182.7 107.7 61.2 48.4 37.5 26.7 16.8 1.06 193.730 3 40.8 183 107 61 49 36 28 16 13 17 02:47:55 179.4 104.9 59.8 48.0 35.3 27.5 15.7 1.06 190.230 4 40.7 183 105 61 48 36 27 17 13 17 02:48:04 179.9 103.2 60.0 47.2 35.4 26,5 16.7 1.06 190.6 10006601 191.50 105.25 60.33 47.87 36.07 26.88 16.39

60 2 39.3 482 225 127 87 74 66 54 13 17 02:52:05 490.6 229.0 129.3 88.5 75.3 67.2 55.0 1.06 520.060 3 39.5 481 228 123 89 77 67 59 13 17 02:52:13 487.1 230.9 124.6 90.1 78.0 67.8 59.7 1.06 516.360 4 39.4 480 226 128 99 81 72 58 13 17 02:52:22 467.3 229.4 129.9 100.5 82.2 73.1 58.9 1.06 516.5 10006601 517.63 229.78 127.92 93.06 78.51 69.37 57.86

90 2 39.3 565 234 100 76 62 53 49 13 17 02:53:21 575.1 238.2 101.8 77.4 63.1 53.9 49.9 1.06 609.690 3 39.4 558 233 101 77 60 53 51 13 17 02:53:29 566.5 236.5 102.5 78.2 60.9 53.8 51.8 1.06 600.590 4 39.3 554 236 102 71 58 54 49 13 17 02:53:38 563.9 240.2 103.8 72.3 59.0 55.0 49.9 1.06 597.7 10006601 602.58 238.31 102.71 75.93 61.02 54.24 50.51

-120 2 39.9 314 207 139 103 74 68 56 13 18 02:54:45 314.8 207.5 139.3 103.3 74.2 68.2 56.1 1.04 327.4120 3 40.1 313 207 140 104 74 67 58 13 18 02:54:54 312.2 206.5 139.7 103.7 73.8 66.8 57.9 1.04 324.7120 4 40.3 314 207 140 106 75 67 56 13 18 02:55:02 311.7 205.5 139.0 105.2 74.4 66.5 55.6 1.04 324.1 10006601 325.41 206.49 139.32 104.07 74.15 67.17 56.53

O 2 40.6 173 85 49 46 36 35 25 13 18 02:56:17 170.4 83.7 48.3 45.3 35.5 34.5 24.6 1.04 177.3O 3 41 173 85 - 48 36 35 32 25 13 18 02:56:31 168.8 82.9 46.8 35.1 34.1 31.2 24.4 1.04 175.5

~ 1-- 4 40.4 178 88 64 58 34 33 25 13 18 02:56:55 176.2 87.1 63.4 57.4 33.7 32.7 24.8 1.04 183.3 10010140 178.69 84.60 52.62 45.96 34.43 32.79 24.59

30 2 39.7 398 256 162 120 86 71 59 13 17 02:58:24 401.0 257.9 163.2 120.9 86.6 71.5 59.4 1.08 425.130 3 39.8 391 ~~r- 162 120 86 71 59 rs 17 02:58:34 393.0 2.53.3 162.8 120.6 86.4 71.4 59.3 1.06 416.530 4 39.8 399 757 162 119 87 70 59 13 17 ():1:51!:S4 401.0 258.3 162.8 119,6 67.4 70.4 59.3 1.06 425.1 10010140 422.23 256.50 162.95 120.37 86.84 71.08 59.35

I-so 1---"2 -----z47 -- '36 - - --- -~.- -38.5 -'596 88 54 39 28 13 17 03:00:18 619.2 256.6 91.4 56.1 40.5 37.4 29.1 1.06 656.460 3 38.7 588 249 90 57 43 38 32 13 17 03:00:29 607.8 257.4 93.0 58.9 44.4 39.3 33.1 1.06 644.2

¡-.--2E. 4 38.6 587 249 90 57 42 3A 30 II 17 03:00:42 608.3 258.0 93.3 59.1 43,5 39,4 31.1 1.06 644.8 10012,140 648.46 257.34 92.57 58.03 42.83 38.69 31.08

I-~ 1-- 2 38.2 709 320 128 87 66 61 50 13 17 03:01:34 742.4 33~.1 134.0 91.1 69.1 63.9 52.4 1.06 787.0

-~ 3 38.1 697 318 128 86 66 5~ 47 13 17 03:01:45 731.8 333.9 134.4 90.3 69.3 58.8 49.3 1.06 775.790 4 38.2 696 318 129 87 66 57 49 13 17 03:01:58 728.8 333.0 135.1 91.1 69.1 59.7 51.3 1.06 772.5 10010140 778.38 333.97 134.50 90.83 69.17 60.78 51.00

- -- ----r-~ __ .2_ 39.4 443 224 108 71 48 42 30 13 17 03:04:45 449.7 227.j 109.6 72.1 48.7 42.6 30.5 1.06 476.7--~ 3 39.7 444 228 110 68 50 -~ 29 13 17 03:04:55 447.4 229.7 110.8 68.5 50.4 40.3 29.2 1.06 474.2

120 4 39.7 445 229 111 70 49 42 33 13 17 03:05:04 448.4 230.7 111.8 70.5 49.4 42.3 33.2 1.06 475.3 10010140 475.40 229.29 110.77 70.37 49.49 41.75 30.98

I~ --1 38.2 658 321 145 94 66 61 44 13 17 03:06:08 689.0 336.1 151.8 98.4 69.1 63.9 46.1 1.06 730.3150 38.2 647 315 143 92 66 53 43 13 17 03:06:33 677.5 329.8 149.7 96.3 69.1 55.5 45.0 1.06 718.1150 4 38.3 644 315 144 92 65 55 45 13 17 03:06:46 672.6 329.0 150.4 96.1 67,9 57.4 47.0 1.06 712.9 10010140 720.47 331.65 150.65 96.95 68.70 50.94 46.03

180 2 39.4 553 261 130 92 68 58 49 13 17 03:08:03 561.4 265.0 132.0 93.4 69.0 58.9 49.7 1.06 595.1180 3 39.3 550 261 130 93 69 58 49 1.3 17 03:08:12 559.8 265.6 132.3 94.7 70.2 59.0 49.9 1.06 593.4180 4 39.3 550 261 131 93 69 59 49 13 17 03:08:21 559.8 265.6 133.3 94.7 70.2 60.1 49.9 1.06 593.4 10010140 593.96 265.42 132.54 94.24 69.83 59.32 49.83

O 1 39.6 445 211 131 100 76 69 54 12 17 06:24:33 449.5 213.1 132.3 101.0 76.8 69.7 54.5 1.04 467.5O 2 39.8 420 206 132 91 73 65 52 12 17 06:24:50 422.1 207.0 132.7 91.5 73.4 65.3 52.3 1.04 439.0O 3 40.1 415 213 142 87 74 63 56 12 17 06:24:59 414.0 212.5 141.6 86.8 73.8 62.8 55.9 1.04 430.5 10010119 445.66 210.88 135.54 93.08 74.65 65.96 54.22

35 1 40.9 78 57 48 41 36 32 29 12 17 06:26:42 76.3 55.7 46.9 40.1 35.2 31.3 28.4 1.06 80.935 2 41.4 78 58 50 44 36 33 29 12 17 06:26:49 75.4 56.0 48.3 42.5 34.8 31.9 28.0 1.06 79.935 3 41.4 77 60 46 41 36 33 26 12 17 06:27:03 74.4 58.0 44.4 39.6 34.8 31.9 25.1 1.06 78.9 10010119 79.87 56.59 46.57 40.74 34.92 31.69 27.17



Distan lmn Load DO D1 D2 D3 D4 D5 D6 Al, Pave TIME DO D1 D2 D3 D4 D5 D6 FACTOR DE DO ABSCISA DO D1 D2 D3 D4 D5 D6CORRECClO

m Num kN m m m m lum m m 'C 'C m m m m m m m N m m m m m m m m

60 1 40.1 271 157 95 68 49 41 33 12 17 06:27:51 270.3 156.6 94.8 67.8 48.9 40.9 32.9 1.06 286.560 2 40.4 265 153 94 73 50 43 35 12 17 06:28:02 262.4 151.5 93.1 72.3 49.5 42.6 34.7 1.06 278.160 3 40.3 258 153 90 64 45 37 30 12 17 06:28:20 256.1 151.9 69.3 63.5 44.7 36.7 29.6 1.06 271.4 10010119 278.70 153.32 92.39 67.88 47.66 40.07 32.45

87 1 39.9 309 183 109 76 54 45 37 13 16 06:29:45 309.8 183.5 109.3 76.2 54.1 45.1 37.1 1.06 328.487 2 40.2 303 179 104 81 53 44 36 13 16 06:29:52 301.5 178.1 103.5 80.6 52.7 43.8 35.8 1.06 319.687 3 40 302 179 104 80 52 45 37 13 16 06:30:02 302.0 179.0 104.0 80.0 52.0 45.0 37.0 1.06 320.1 10010119 322.69 180.19 105.59 78.93 52.96 44.63 36.64

120 1 40.1 344 185 114 86 SS 51 36 13 17 06:31:09 343.1 184.5 113.7 85.8 54.9 50.9 35.9 1.06 363.7120 2 39.9 319 178 103 71 SO 39 34 13 17 06:31:34 319.8 178.4 103.3 71.2 50.1 39.1 34.1 1.06 339.0120 3 40 324 179 107 77 52 43 37 13 17 06:31:48 324.0 179.0 107.0 77.0 52.0 43.0 37.0 1.06 343.4 10010119 348.72 180.66 107.99 77.99 52.33 44.32 35.67

150 1 40.9 163 122 91 69 50 40 33 13 17 06:32:50 159.4 119.3 89.0 67.5 48.9 39.1 32.3 1.06 169.0150 2 41.2 165 128 95 74 SS 46 39 13 17 06:33:00 160.2 124.3 92.2 71.8 53.4 44.7 37.9 1.06 169.8150 3 41.3 164 125 94 75 55 46 39 13 1.7 06:33:09 158.8 121.1 91.0 72.6 53.3 44.6 37.8 1.06 168.4 10010119 169.05 121.55 90.76 70.66 51.86 42.78 35.97

180 1 40.7 235 141 84 59 40 31 25 13 17 06:34:36 231.0 138.6 82.6 58.0 39.3 30.5 24.6 1,06 244.8180 2 40.7 234 150 92 62 40 34 26 13 17 06:34:44 230.0 147.4 90.4 60.9 39.3 33.4 25.6 1.06 243.8180 3 40.8 235 153 94 60 41 32 25 13 17 06:34:53 230.4 150.0 92.2 58.6 40.2 31.4 24.5 1.06 244.2 10010119 244.27 145.33 88.38 59.25 39.61 31.75 24.88


oo=~;"lr EJECUCiÓN DE OBRAS DE LA MALLA VIAL, Versión 1

maZavial J~~ ARTERIAL, INTERMEDIA Y LOCAL GRUPO6- ETAPA PREVIA

INGENIERíA EN víAs .- ANEXbsTERRESTRES

ANEX08. DETERMINACiÓN NÚMERO ESTRUCTURAL EFECTIVO

ANÁLISIS DEFLECTOMÉTRICO AVENIDA BOYACA CALZADA RÁPIDA SENTIDO NORTE SUR CALLE 62 - Río SALITRE

ESPESORES DE PAVIMENTO VARIABLES ESTRUCTURALES

NOMENCl0180 DO (mmm) corro Mr Mr

Ep SNCIV ORDEN

ATURADESDE HASTA (mmm) Carga + corro Do (pulg) Carpeta Granulares H lolal AASHTO AASHTO

p(PSI) a (pulg) do (pulg) AASHTOSN efectivo

(efectivoMRpsl

SNREQ.corro carga Temp. asfálllca (m) (m) (pulg) Diseno Diseno(PSI)

AASHTOPROM)

(PROM)(kg/cm') (psi)

4 AK72 SE SE 25.02 221.97 0.0087 0.09 0.51 23.62 714.83 10212 82.3 5.9 0.0085 115400 5.24 AK72 SE SE 38.88 158.49 0.0062 0.09 0.51 23.62 459.97 6571 82.3 5.9 0.0061 250000 6.74 AK72 SE SE 35.46 403.14 0.0159 0.09 0.51 23.62 504.33 7205 82.3 5.9 0.0180 55120 4.0

10010119 4 AK 72 SE SE 41.61 153.63 0.0060 0.09 0.51 23.62 429.75 6139 82.3 5.9 0.0063 250000 6.7 5.1 6560 3.27

4 AK72 SE SE 36.85 228.89 0.0090 0.09 0.51 23.62 485.33 6933 82.3 5.9 0.0089 130210 5.4

4 AK72 SE SE 50.21 344.76 0.0136 0.09 0.51 23.62 356.17 5088 82.3 5.9 0.0138 78500 4.64 AK72 SE SE 67.73 801.91 0.0316 0.09 0.51 23.62 264.04 3772 82.3 5.9 0.0315 27800 3.25 AK72 SE SE 23.45 118.61 0.0047 0.04 0.56 23.62 762.55 10894 82.3 5.9 0.0047 275300 6.9

10010140 5 AK 72 SE SE 47.94 769.32 0.0303 0.04 0.56 23.62 373.02 5329 82.3 5.9 0.0304 26200 3.24.3 6672 3.21

5 AK72 SE SE 43.09 494.51 0.0195 0.04 0.56 23.62 415.06 5929 82.3 5.9 0.0193 48000 3.85 AK72 SE SE 47.86 869.90 0.0264 0.04 0.56 23.62 373.86 5338 82.3 5.9 0.0264 31500 3.4

5 AK72 AC 80 SE 45.84 552.87 0.0218 0.1 0.50 23.62 390.16 5574 82.3 5.9 0.0217 40208 3.610006490 5 AK72 AC 80 SE 35.99 489.81 0.0193 0.1 0.50 23.62 496.91 7099 82.3 5.9 0.0194 43100 3.7 3.7 8486.0 3.33

5 AK72 AC 80 SE 37.65 486.22 0.0191 0.1 0.50 23.62 474.99 6786 82.3 5,9 0.0192 44210 3.85 AK72 DG77A AC80 35.88 331.57 0.0131 0.06 0.54 23.62 498.37 7120 82.3 5.9 0.0132 72500 4.45 AK72 DG77A AC 60 17.48 278.84 0.0110 0.06 0.54 23.62 1023.23 14618 82.3 5.9 0.0110 72500 4.4

10006601 5 AK72 DG77A AC 80 20.62 280.14 0.0110 0.06 0.54 23.62 867.47 12392 82.3 5.9 0.0112 74500 4.5 4.2 11937 2.845 AK72 DG77A AC80 17.91 380.77 0.0150 0.06 0.54 23.62 998.63 14266 82.3 5.9 0.0148 50630 3.95 AKI2 DG77A AC 80 22.63 404.21 0.0159 0.06 0.54 23.62 790.15 11288 82.3 5.9 0.0157 49560 3.94 AK72 TV69BIS DG77A 24.00 425.15 0.0167 0.04 0.56 23.62 745.31 10847 82.3 5.9 0.0169 45855 3.8

10006772 4 AK72 TV 69BIS DG77A 23.98 279.25 0.0110 0.04 0.56 23.62 745.72 10653 82.3 5.9 0.0112 78500 4.64.1 9130 2.92

4 AK72 TV 69BIS DG77A 26.35 455.81 0.0179 0.04 0.56 23.62 678.67 9695 82.3 5.9 0.0177 44500 3.84 AK72 TV69BIS DG77A 46.23 413.01 0.0163 0.04 0.56 23.62 386.81 5526 82.3 5.9 0.0161 60580 4.24 AK72 Cl77A TV69BIS 33.08 505.70 0.0199 0.07 0.53 23.62 540.70 7724 82.3 5.9 0.0197 41230 3.7

10006857 4 AK72 Cl77A TV69BIS 47.47 507.94 0.0200 0.07 0.53 23.62 376.72 5382 82.3 5.9 0.0203 44242 3.8 4.4 8422 3.354 AK72 Cl77A TV69BIS 38.85 224.65 0.0088 0.07 0.53 23.62 480.37 6577 82.3 5.9 0.0090 131200 5.4

4 AK72 Cl77A TV69BIS 42.55 306.86 0.0121 0.07 0.53 23.62 420.30 6004 82.3 5.9 0.0119 90441 4.84 AK72 Cl76 Cl77A 29.58 236.35 0.0093 0.09 0.51 23.62 604.58 8637 82.3 5.9 0.0090 115320 5.2

10006902 4 AK72 Cl76 Cl77A 34.93 255.09 0.0100 0.09 0.51 23.62 512.03 7315 82.3 5.9 0.0097 112115 5.1 5.1 7575 3.144 AK72 Cl76 Cl77A 37.72 258.16 0.0102 0.09 0.51 23.62 474.18 6774 82.3 5.9 0.0100 110250 5.14 AK72 DG76 CL76 41.69 275.27 0.D108 0.1 0.50 23.62 429.00 6129 82.3 5.9 0.0105 108744 5.14 AK 72 DG76 CL76 39.27 274.69 0.0108 0.1 0.50 23.62 455.36 6505 82.3 5.9 0.0105 105188 5.04 AK72 DG76 CL76 48.91 410.75 0.0162 0.1 0.50 23.62 365.68 5224 82.3 5.9 0.0161 62100 4.2

10007085 4 AK72 DG76 CL76 52.29 300.99 0.0118 0.1 0.50 23.62 342.02 4886 82.3 5.9 0.0115 107040 5.0 4.7 5491 3.554 AK72 DG76 CL76 48.50 364.02 0.0143 0.1 0.50 23.62 368.77 5268 82.3 5.9 0.0144 72500 4.44 AK72 DG76 Cl76 50.25 372.55 0.0147 0.1 0.50 23.62 355.88 5084 82.3 5.9 0.0146 72500 4.4

4 AK72 DG76 CL76 47.80 352.14 0.0139 0.1 0.50 23.62 374.11 5344 82.3 5.9 0.0141 74500 4.56 AK72 CL74 DG76 46.07 307.96 0.0121 0.09 0.51 23.62 388.21 5546 82.3 5.9 0.0119 94710 4.86 AK72 Cl74 DG76 55.62 326.13 0.0128 0.09 0.51 23.62 321.52 4593 82.3 5.9 0.0125 96315 4.9

10007207 6 AK72 Cl74 DG76 51.78 440.45 0.0173 0.09 0.51 23.62 345.41 4934 82.3 5.9 0.0171 58210 4.1 4.3 5096 3.656 AK72 Cl74 DG76 46.54 409.10 0.0161 0.09 0.51 23.62 384.23 5489 82.3 5.9 0.0162 60100 4.26 AK72 CL74 DG76 51.95 545.31 0.0215 0.09 0.51 23.62 344.23 4918 82.3 5.9 0.0212 43085 3.7

ANÁLISIS DEFLECTOMÉTRICO AVENIDA BOYACA CALZADA RÁPIDA SENTIDO NORTE SUR CALLE 52 -Río SALITRE

ESPESORES DE PAVIMENTO VARIABLES ESTRUCTURALES

NOMENCl0180 DO(mm m) eorr. Mr Mr Ep SN

CIV ORDEN DESDE HASTA (mmm) Carga + corro Do (pulg) Carpeta Granulares Htotal AASHTO AASHTO SN efeelivo MR psiATURA p(PSI) a (pulg) do (pulg) AASHTO (efeelivo SN REQ.

corro carga Temp. asfáltica (m) (m) (pulg) Diseño Diseño (PSI) AASHTO PROM) (PROM)

1 (kglem') (psi). _.

6 AK72 DG74 Cl74 50.96 422.59 0.0166 0.08 0.52 23;62 350.92 5013 82.3 5.9 0.0164 61230 4.2

10007387 6 AK72 DG74 Cl74 49.13 386.43 0.0152 0.08 0.52 23.62 364.04 5201 82.3 5.9 0.0151 68210 4.3 4.3 5186 3.63

6 AK72 DG74 Cl74 47.81 389.80 0.0153 0.08 0.52 23.62 374.04 5343 82.3 5.9 0.0154 65320 4.3

6 AK72 Cl73 DG74 46.96 353.99 0.0139 0.08 0.52 23.62 365.29 ..5218 82.3 5.9 0.0139 76521 4.5

10007434 6 AK 72 Cl73 DG74 58.72 454.14 0.0179 0.08 0.52 23.62 304.57 4351 82.3 5.9 0.0177 58620 4.1 4.5 4605 3.73

6 AK72 Cl73 DG74 52.71 333.82 0.0131 0.08 0.52 23.62 339.29 4847 82.3 5.9 0.0129 89231 4.8

10007477 6 AK72 Cl72B CL73 52.71· 333.82 0.0131 0.09 0.51. 23.62 339.29 4847 82.3 5.9 0.0129 89231 4.8 5.06 AK72 Cl72B Cl73 43.20 255.17 0.0100 0.09 0.51 23.62 414.02 5915 82.3 5.9 .0.0098_. 122650 5.3

5361 3.56

6 AK 72 AC72 Cl72B 36.76 254.66 0.0100 0.05 0.55 ·23.62 486.56 6951 82.3 5.9 0.0099 110210 5.1

10007526 6 AK72 AC72 Cl72B 41.94 264.46 0.0104 0.05 0.55 23.62 426.37 6091 82.3 5.9 0.0104 116230,. 5.1 1---4.56 AK72 AC72 Cl72B 45.20 392.40 0.0154 0.05 0.55 23.62 395.66 5652 62.3 5.9 0.0151 65518 4.3

5434 3.57

6 AK72 AC72 Cl72B 84.00 686.18 0.0271 0.05 0.55 23.62 212.90 3041 82.3 5.9 0.0271 37210 3.5

6 AK72 Cl71 Cl71A 60.66 804.97 0.0317 0.07 0.53 23.62 221.16 3160 62.3 5.9 0.0315 29620 3.3

10007796 6 AK 72 Cl71 Cl71A 66.75 526.15 0.0207 0.07 0.53 23.62 260.13 3716 62.3 5.9 0.0209 49520 3.9 4.16 AK72 Cl71 Cl71A 56.66 349.75 0.0138 0.07 0.53 23.62 315.62 4509 82.3 5.9 0.0137 65016 4.7

3915 4.03

6 AK72 Cl71 Cl71A 59.75 360.54 0.0142 0.07 0.53 23.62 299.30 4276 82.3 5.9 0.0143 61200 4.6

ANÁLISIS DEFLECTOMÉTRICO AVENIDA BOYACA CALZADA RÁPIDA SENTIDO SUR CALLE 62 • Rio SALITRE

rRUCTUR,LES:DE

018000 (mmm)corr(mmm) Carga+ corro

corrocarga Temp.

MrAASHTODiseno(kg/cm')

MrEp 1".,AOA""'"

AASHTO P (PSI) a (pulg) do (pulg) AASHTOI~~AVS'VH"T"O'·Dlsello (PSI)(psi)

ORDENNOMENCLATURA Do(pulg) Carpeta Granulares Htotal

asfáltica(m) (m) (pulg)CIV DESDE HASTA

SN(efectivoPROM)

MRpsl(PROM)

8 AK72 Cl65B Cl66 64.70 232.19 091 09 0.51 23.62 276.43 3949 82.3 5.9 0.0093 75600 6.04.2310008532I-.!!-8+-7:.: AKc.;.7~2.J.....;C~l.:..=.65BM-:;C;::l_~66+_7;,,;1,::::...6~3+-_~3611.~91_1-~0.0)-=-·142-+_~0~9-+_~ 0)~..51-1i-'2~3..6~2_~ 249,::::;,..67-+_-=:356",-7+~82.3~-;;:;;-+~0=143-+_9~05:CO~0+_-7 4:;;-..8-1

8 AK72 Cl65B Cl66 90.05 410. 0.0162 ),51 23.62 198.60 2837 82.3 0.0162 85800 4.5.1 3451

SNREQ.

8 AK72 AC72 Cl 72B 36.30 323.88 0.0128 ).54 23.62 492.6' 7037 82.3 128 75500 4.58 AK72 Al ct, '2B 37.28 37558 O, )1411 ),54 23.62 479.69 8853 82.3 0.0147 83200 4.2

100075261-';:-'8+"A:':;\IK~72:-1f--!A~'7~2+';;Cl¡:";';72~Bl-~231..'8~7+--;2~550~3---'1-""0)~..010~0+--=:':::--+--:?).-==:-54-11-2~3..6~2---"7~55.6~9+-:1¡:¡;;¡;077'9;;;-6+~82!..3ri-rr-+7-~'0~99+-¡9~;¡~296-1-~ 41.;";--.8-18 AK722B 47.20 34053 O. )134 23.62 378.90 5413 82.3 0.0135 78800 4.6

4.5 7525 3.16

8 73. 74 ~.30 15 0.0164 13.62 282.53 4036 8; .3 64 f:5B500 4.3

,nnn7A77~;-8+-7A\&IK~724-~~72*-B~**73~~66~ ..%.81~~~480~1~3-+~0~..0~189-+~~_+-~~-+~231 ..'~~_~256~..16~~36~59~-+~~! ..~3~~~-+~~6~74-~5~8nF-5+-~4~'-1,vuv"" 8AE2 72B ~L73 65.93 97 )195 23.62 2, 1.26 3875 82.3 ).0'92 54665 4.0

10007434f-7-8+ ••A~7~2+""*:..;7~3+~",,7;;-4l-i7':6B,.2;;...9+---..:~0~9~1-~0..0~191~_~~-+_~0.;-+2~3.6~2~2~611.9~0+_3;¡)'7~4·-t_~B2! ..3~~rr-+~~88~i-i5ií;j~7;m;487rl_";¡':'; 4';---18 72 73 D( 7464. ~8~ 170 O. 23.62 276.79 3954 82.3 70 65500 4.3

4.2 3911 4.04

10007387~;-8+-7&A~724-~'~74~~.~744-~re~"7..59~~~~~.5~2-+~.0~2~-+~~0~9-+~0~._~~231 ..'~~_~2331~..494-_3~336~~~~~ ..~3~~-+~~4-~4500~59-+~1~.8-16 AK72 DG74 74 83.16 '.55 )305 09 O. 23.62 215.04 3072 82.3 5.9 31500 1.48 AK72 Cl74 DG76 63.33 482.16 .0190 09 O. 23.62 282.38 4034 82.3 5.9 D.,O 557958 AK72 Cl74 DG76 58.66 370.64 09 23.62 304.88 4355 82.3 5.9 80302 1.8

10007207f-7-8+ ••Añ\IK,.,7~2+-:C~L7.7-4+~D~G7~6l-~57;;::'..0~0+-:4ffi.:07'",*-75_1-~O~&-+----::~0~9-+_~0.:---+2~31 ..6~2_...;313~.7~6;.....¡,--4~482r+~82~..3~_5rr·9-+~~;-Ji-i6~84;~+--:¡~.3;--I8 AK72 Cl74 DG76 48.98 332.12 0.0 09 23.52 380.55 5438 82.3 5.9 80500 1.68 AK72 Cl74 DG76 50.08 347.01 1.0 09 O. 23.62 357.10 510' 82.3 5.9 0.1 78900 1.68 AK72 Cl74 DG76 57.29 500.09 0.0 0ª...9, 23.52 .18 4480 8;~.3 5.9 49500 3.9

4.3 4645 3.79

3.7

6 AK72 DO76 Cl76 34.64 383.05 ).0151 0.09 0.51 23.62 516.30 7376 82.3 5.9 0.1 56600 4.6 AK72 DG76 Cl 76 60.83 296.10 0.0' 09 ).51 13.52 293.99 4200 8;~.3 5.9 0115 11~1B9 5.2

100070851--:---6+-,;A*K.72~+-~DG,,"~·76+.,C,;:l.,;.76+_7~0 ..1~9+-_=4801..~,B6_h,:;;0~189-+_?0=-9-t_~ 0),*..51-1~23~ ..6~2_~ 2541;"7'8~0l-~ 364~C+-~62~..3;--¡--i5¡.:¡;..9;-ho:;;.0)~·168-+-:~5860;;;;;-0+-_-fi;4:-;6 AK72 DG76 Cl78 45.72 220.37 0.0087 09 0.p1 23. ,39' 5587 8;~.3 5.9 085 180300 5.86 AK72 DC76 Cl76 49.05 323.18 0127 0.09 0.51 23. 36.1.6 5209 82.3 5.9 0.0125 90500 4.86 AK72 DG76 Cl76 67.39 332.16 0.0131 09 ).51 23. 261 379' 8; . 129 03591 5.

4.8 4967

3.59

6 AK72 Cl78 Cl77A 73.32 '.38 0282 0.06 0.54 23. 24:1.9: 3485 82. 0.0280 33476 3.4100OO9021--.;:-.6-1-••A~\IK~7~2-1-~C~l.7~64-~C~l.7~"7~A~~431..0~B-I---;3~331..~37__ 1-~0.0~131~__ ~0~6-+ __ ~).-==:-54~~23~..~~4~·~4-_~~30T-4-~82 ..~,--~-+-?~1~29-1-~8~05'~0~0+_~41~ ..6~

6 AK72 Cl76 ci '7A 32.66 322.32 0127 0.06 0.54 23.62 544.17 74 82. 0125 75600 4.56 AK72 Cl76 Cl77A 59.65 506.61 0.0199 1.60 23.62 299.80 4283 82. )200 49500 3.9

4.1 538B

8 AK72 TV69BIS DG77A 48.31 473.42 0.0186 0.07 0.53 23.62 370.19 5288 82.3 5.9 0.0186 50200 3.9

100008571-';:-'6+ ••A:,:;\IK~72:-1f--i;C:;:..;,l'ói7-7A..¡...,;r-:i-.V'~69B~IISH-_.;.;.::67..84~+--;5=,901..~57_H;:;0=2~72;-+_~01,=,!.09_+-_~0)..~51-11-~231..6~2......;2~641..3~8+_~37'77;,-+~82~..3ri_rr-+7-0~277rl1r--;3~405~7+_-;¡ 3)¡.:,;-..4-16 AK72 Cl 77A rv 6981S 44.22 330.25 0.0130 09 '.51 23.52 404.42 57' 82.3 )133 78500 4.5

1--:---6+--,;A~K7~2hTc.V'~69B",'IS+-~DG~77ii-AI--54~..7~2+-_~4361~...'61:i--+~0:7.1:7~2t-_?01!.0;::;-7-t_~,~.53-1r-2~31~..62-t-~326)7.i-..82-+_-;;;;:¡466;;;-9+-~82~..3;--¡--i5¡.:¡,..19;-ho~.01·7,.;-5t-ffi5760;;;;-0+-_-;i4:';-'-j10000772 6 AK72 rv69BIS DG 7A 52.32 455.64 0.0' 7907 '.5: 23.62 341.81 4883 82.3 5.9 0177 55600 4.1

6 AK72 TV69BIS DG77A 36.67 455.74 0179 0.07 '.53 23.62 467.66 8967 82.3 5.9 0.0' 75 49769 3.96 AK72 rv 69BIS DG77A 18.94 292.65 0.0' 15 0.01 '.5: 23.62 944.4, 13492 8;1.3 5.9 0117 68500 4.3

4.4 7000 3.24

ANÁLISIS DEFLECTOMÉTRICO AVENIDA BOYACACALZADA RÁPIDA SENTIDO SUR CALLE 52 - RíO SALITRE

ESPESORES DE PAVIMENTO VARIABLES ESTRUCTURALES........ ..

NOMENCL 0180 DO.(mmm) corro Mr Mr Ep SNCIV ORDEN DESDE HASTA (mm m) Carga + corro Do (pulg) Carpeta Granulares Htotal AASHTO AASHTO SN efectivo MRpsiATURA p(PSI) a (pulg) do (pulg) AASHTO (efectivo SNREQ.corro carga Temp. asfáltica (m) (m) (pulg) Diseño Diseño (PSI) AASHTO PROM) (PROM)(kglcm') (psi)

7 AK72 DG77A AC80 11.84 238.30 0.0094 0.07 0.53 23.62 1511.01 21586 82.3 5.9 0.0094' 80200 4.67 AK 72 DG77A AC 80 16.39 191.50 0.0075 0.07 0.53 23.62 1090.83 15583 82.3 5.9 0.0076 115620 5.2

10006601 7 AK72 DG77A AC80 57.86 517.63 0.0204 0.07 0.53 23.62 309.07 4415 82.3 5.9 0.0204 47500 3.8 4.4 10232 2.817 AK72 DG77A AC80 50.51 602.58 0.0237 0.07 0;53. 23,62 354.08· 5058· ·82.3 5.9· 0.0239 36500 3.57 AK72 DG77A AC80 56.53 325.41 0.0128 0.07 0,53 23.62 316.38 4520 82:3 5.9 0.0127 95600 4.97 AK72 SE SE 24.59 178.69 0.0070 0.05 0.55 23.62 727'25 10389 82.3 5.9 0.0068· 159187 5.87 AK72 SE SE 59.35 422.23 0.0186 0.05 0.55 23.62 301.35 4305 82.3 5.9 0.0163 66898 4.37 AK72 SE SE 31.08 648.46 0.0255 0.05 0.55 23.62 575.33 8219 82.3 5.9 0.0253 29675 3.3

10010140 7 AK 72 SE SE 51.00 778.38 0.0306 0.05 0.55 23.62 350.64 5009 82.3 5.9 0.0306 26500 3.2 3.9 8693 3.37 AK72 SE SE 30.98 475.40 0.0187 0.05 0.55 23.62 577.36 8248 82.3 5.9 0.0190 42478 3.77 AK72 SE SE 46.03 720.47 0.0284 0.05 0.55 23.62 388.51 5550 82.3 5.9 0.0282 28500 3.27 AK72 SE SE 49.83 593.96 0.0234 0.05 0.55 23.62 358.89 5127 82.3 5.9 0.0233 37500 3.66 AK 72 SE SE 54.22 445.66 0.0175 0.10 0.50 23.62 329.82 4712 82.3 5.9 0.0177 56500 4.16 AK72 SE SE 27.17 79.87 0.0031 0.10 0.50 23.62 658.28 9404 82.3 5.9 0.0033 575600 8.86 AK72 SE SE 32.45 278.70 0.0110 0.10 0.50 23.62 551.13 7873 82.3 5.9 0.D103 98500 4.9

10010119 6 AK72 SE SE 36.64 322.69 0.0127 0.10 0.50 23.62 488.12 6973 82.3 5.9 0.0129 75620 4.5 5.44 7643 3.146 AK72 SE SE 35.67 348.72 0.0137 0.10 0.50 23.62 501.44 7163 82.3 5.9 0.0134 70864 4.46 AK 72 SE SE 35.97 169.05 0.0067 0.10 0.50 23.62 497.19 7103 82.3 5.9 0.0063 225600 6.56 AK72 SE SE 24.88 244.27 0.0096 0.10 0.50 23.62 718.87 10270 82.3 5.9 0.0095 98741 4.9


consorcio :' ~

'.

EJECUCiÓN DE OBRAS DE LA MALLA VIAL, , Versión 1ARTERIAL, INTERMEDIA Y LOCAL GRUPO 'o;

ma~avial J..D~ 6- ETAPA PREVIAINGENIERíA EN VíAS ANEXds

TERRESTRES

ANEX09. DETERMINACiÓN DE NUMERO DE EJES EQUIVALENTES

PROYECCIONES TPDS CALZADA RAPIDA NORTE SUR DE LA AVENIDA BOYACA ENTRE CALLE 53 Y CALLE 80

Tasas deColectivos Colectivos Camiones Total

Crecimlellto Año Autos pequel!os Grandes Buses Buseto« Alimentadores Camiones MIxtos Equivalentes(CP) (CG) C2P C2G C3 C4 C5 > C5

O TPOS 2009 33,231 102 10 104 28 - 186 74 10 3 2 1 276 33,751 34,307

3.58 2010 34,421 106 10 108 29 193 77 10 3 2 1 286 34,960 35,536

3.58 2011 35,653 110 10 112 30 - 200 80 10 3 2 1 296 36,211 36,807

3.58 2012 36,929 114 10 116 31 207 83 10 3 2 1 306 37,506 38,122

3.58 2013 38,251 118 10 120 32 - 214 86 10 3 2 1 316 38,847 39,483

3.58 2014 39,620 122 10 124 33 222 89 10 3 2 1 327 40,236 40,894

3.58 2015 41,038 126 10 128 34 230 92 10 3 2 1 338 41,674 42,353

3.58 2016 42,507 131 10 133 35 238 95 10 3 2 1 349 43,165 43,867

3.58 2017 44,029 136 10 138 36 - 247 98 10 3 2 1 361 44,710 45,436

3.58 2018 45,605 141 10 143 37 256 102 10 3 2 1 374 46,310 47,061

TOTAL VOLUMEN VEHICULAR A 37,706,325 116,070 10,950 118,260 31,755 84,3152011 (3 AÑOS)

211,335 10,950 3,285 2,190 1,095 313,170 38,296,530 38,927,250

EJES EQUIVALENTES DE 8.2TOTAL EJES

TON( 3 AÑOS) 7,118 76,869 20,641 156,599 188,528 26,762 7,303 6,263 3,359 EQUIVELENT 493,442ES

TOTAL VOLUMEN VEHICULAR A94,587,195 291,270 25,550 296,380 79,205 212,065 7,665 2,555 96,062,525

2015 (7 AÑOS) 529,980 25,550 5,110 782,925 97,638,048


TON(7 AÑOS) 16,608 192,647 51,483 392,715 474,177 62,444 17,039 14,615 7,839 EQUIVELENT 1,229,567ES

TOTAL VOLUMEN VEHICULAR A142,818,660 440,190 36,500 447,490 118,6252018 (10 AÑOS)

800,445 319,740 36,500 10,950 7,300 3,650 1,178,585 145,040,050 147,410,543


TON( 10 AÑOS)23,725 290,869 77,106 593,130 714,939 89,206 24,342 20,878 11,198 EQUIVELENT 1,845,392

ES

FACTORDIRECCIONAL

0.65

PROYECCIONES TPDS CALZADA RAPIDA SUR NORTE OC LA AV NIDA BOYACA ENTRE CALLES 53 Y 80

Tas8Sde Colectivos Colectivos Camiones ToralCrecimiento Ano Autos pequeños Grandes Duses Btisetas Alimentadores CamIOnes Mixtos EqUivalentes

(CP) (CG) C2P C2G C3 C4 C5 > C5

O TPDS 2009 32,256 271 89 91 49 165 73 1 1 1 241 32,997 33,588

3.58 2010 33,411 281 92 94 51 - 171 76 1 1 1 250 34,179 34,791

3.58 2011 34,607 291 95 97 53 177 79 1 1 1 259 35,402 36,036

358 2012 35,846 301 98 100 55 183 82 1 1 1 268 36,668 37,323

3.58 2013 37,129 312 102 104 57 - 190 85 1 - 1 1 278 37,982 38,662

3.58 2014 38,458 323 106 108 59 - 197 88 1 - 1 1 288 39,342 40,047

3.58 2015 39,835 335 110 112 61 - 204 91 1 - 1 1 298 40,751 41,481

3.58 2016 41,261 347 114 116 63 - 211 94 1 - 1 1 308 42,209 42,964

358 2017 42,738 359 118 120 65 219 97 1 - 1 1 319 43,719 44,501

3.58 2018 44,268 372 122 124 67 - 227 100 1 - 1 1 330 45,283 46,091

TOTAL VOLUMEN VEHICULAR A36,600,010 307,695 100,740 102,930 55,845 187,245 83,220 1,095 1,095 1,095 273,750 37,440,970 38,111,1102011 (3 AÑOS) -

EJES EQUIVALENTES DE 8.2 TOTAL EJES

TON(3AÑOS) 65,481 66,905 36,299 138,749 186,080 2,676 3,132 3,359 EQUIVELENT 502,681ES

TOTAL VOLUMEN VEHICULAR A91,812,830 771,610 252,580 257,690 140,525 469,755 209,510 2,555 2,555 2,555 686,930 93,922,165 95,603,355201b (7 AÑOS) -


TON(7 AÑOS) 164,177 167,499 91,341 348,088 468,464 6,244 7,307 7,839 EQUIVELENT 1,260,960ES

TOTAL VOLUMEN VEHICULAR A138,630,285 1,165,080 381,790 389,090 211,700 709,560 315,725 3,650 3,650 3,650 1,036,235 141,814,180 144,351,1132018 (10 AÑOS)


TON( 10 AÑOS) 248,164 252,909 137,605 525,784 705,961 8,921 10,439 11,198 EQUlVELENT 1,900,980ES

FACTORDIRECCIONAL

0.65

I

I

I

CONTRATISTA: CONSULTOR: DIAG- 074-09/jf[\ e,,'

~~EJECUCiÓN DE OBRAS DE LA MALLA VIAL, Versión 1ffi~ ávial JJ3.JYI ARTERIAL, INTERMEDIA Y LOCAL GRUPO

6- ETAPA PREVIAINGENIERíA EN víAs ~NEXbs

TERRESTRES

ANEX010. CÁLCULO NÚMERO ESTRUCTURAL REQUERIDO - PROGRAMA PAS -VERSiÓN 5

State:Agency:

Company:Contractor:

Engineer:

04-14-2009

Job Number:

Location:

============================ Flexible Analysis ==========================Structural NumberDesign E 18'5ReliabilityOverall DeviationResilient ModulusInitial ServiceabilityTerminal Serviceablity

LayerNumber

LayerCoefficient== a (i) ==

123456

DrainageCoefficient===k= Cd ===

VER ANEXO EN MEDIO

3.34498,424

90.00 percent0.49

6,486.0 psi4.202.50

LayerThickness=== t ===

a(i)*Cd*t

Total SN 0.00

contratista: r consultor: iña~avial j~blc 6- etapa … filecontratista: consultor: diag-...

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