plantilla para examen de pavimentos

8/19/2019 plantilla para examen de pavimentos

1/97

1 kips 0.4535924 tn1" 2.5 cm

14.223342 psi

36.12729pci

DATOS

Sub base granular 8 "

Resistencia del cncret !c 210

#dul de ruptura del cncret Sc # 44

#dul de elasticidad $c 219000

Resistencia del acer !% 4200$&e real 1 tn

'(R 12.5 )#dul de ruptura de la sun rasante k 6

Grafco N°7

1 *g+cm2

1 kg+cm3

*g+cm2

*g+cm2

*g+cm2

*g+cm2

kg+cm3


2/97

GRAFICO N°7


3/97

7.88889E+06720cm

2986.9019psi

625.82706psi

3114912psi

59738.038psi2.2046226kips

Seg,n la -gura / 7 k 216.764pci


4/97


5/97


6/97


7/97


8/97


9/97

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TIPO DE EJE CARGA DE EJE EN KIPS

1000 2.20461600 .!2743300 7.27!7000 "!.42411000 24.2!0816000 !.274018000 9.68223000 !0.70625000 !!.""!6

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10/97

8B47000

"8000

2S17000

""000

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"8000

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2S37000

""0002!000

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""000

"8000

3S17000

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3S27000

"8000

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""000"8000

3S37000

"8000

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""000"8000

'2R27000

""000

'2R37000

""000

"8000

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""000"8000

'3R37000

""000"8000

'3R47000

"80007000


11/97

'4R2 ""0002000

'4R3

7000""000"80002000

8B4R27000

""000"8000

8B4R37000

""000"8000

8B4R47000

"8000

'2R(17000

""000

'2R(27000

""000"8000

'3R(17000

""000"8000

'3R(27000

"8000

'4R(1

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""0002000

'4R(27000

"80002000

8B4 R(17000

""000"8000

8B4 R(27000

"8000

3S2 S2 7000"8000

3Se2 Se27000

""000"8000

3S2 S1S27000

""000"8000


12/97

3Se2 S1Se27000

""000

"8000

(27000

""000

(3C1

7000

"6000

(4C17000

"6000

(C17000

""000


13/97

205

1.653

0.5

0.88

TIPO DE #E$. TPDA 6000' "20'2 80'3 !!'4 2!8B4 0

2S1 "!2S2 2!2Se2 02S3 "!2Se3 03S1 2!3S2 03Se2 0

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14/97

"!.42 0 29.68 0 "

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15/97

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16/97

"!.42 0 "24.2!" 0 !

9.68 0 ""!.42 ! "24.2!" ! ""!.42 0 "

!.274 0 ""!.42 0 2!.274 0 ""!.42 0 224.2!" 0 "


17/97

TIPO DE #E$. TPDA3S3 4!3Se3 0'2R2 0'2R3 !'3R2 0'3R3 0'3R4 0'4R2 0'4R3 08B4R2 08B4R3 08B4R4 0'2R(1 0'2R(2 0

6475

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18/97

0 0.! 0.880 0.! 0.88

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0 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.88


19/97

0 0.! 0.880 0.! 0.88

0 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.88

0 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.88

0 0.! 0.880 0.! 0.880 0.! 0.88

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0 0.! 0.880 0.! 0.88

0 0.! 0.880 0.! 0.880 0.! 0.88

0 0.! 0.880 0.! 0.880 0.! 0.88

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0 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.88


20/97

0 0.! 0.880 0.! 0.88

0 0.! 0.88"277! 0.! 0.88"277! 0.! 0.88

0 0.! 0.88

0 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.880 0.! 0.88


21/97

TIPO DE #E$. TPDA'3R(1 0'3R(2 0'4R(1 0'4R(2 0

8B4 R(1 08B4 R(2 03S2 S2 0

3Se2 Se2 03S2 S1S2 0

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22/97

".6! 0".6! 0

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".6! 0".6! 0".6! 0".6! 28967.6!00"!7!".6! 28967.6!00"!7!

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23/97

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".6! 0".6! 0".6! 0".6! 0

".6! 0".6! 0".6! 0".6! 0".6! 0".6! 0".6! 0".6! 0

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24/97

".6! 0".6! 0

".6! 0".6! "8!86.7280"26".6! "8!86.7280"26".6! 0

".6! 0".6! 0".6! 0".6! 0".6! 0


25/97

R$$':$S $S$RS :R : $ ;$?: : $ $@$S 'RA D $@$

SI%P&E "000 2.20!

SI%P&E "600 .!27

SI%P&E 00 7.27!

SI%P&E 7000 "!.42

SI%P&E 7000 "!.42SI%P&E 7000 "!.42


26/97

SI%P&E 7000 "!.42SI%P&E 7000 "!.42

SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42

SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42

SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42

SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42

SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42

SI%P&E 7000 "!.42SI%P&E 7000 "!.42

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SI%P&E 7000 "!.42SI%P&E 7000 "!.42SI%P&E 7000 "!.42

SI%P&E 7000 "!.42SI%P&E 7000 "!.42

SI%P&E 7000 "!.42SI%P&E 7000 "!.42

SI%P&E ""000 24.2!"SI%P&E ""000 24.2!"SI%P&E ""000 24.2!"SI%P&E ""000 24.2!"SI%P&E ""000 24.2!"


27/97

SI%P&E ""000 24.2!"SI%P&E ""000 24.2!"

SI%P&E ""000 24.2!"SI%P&E ""000 24.2!"SI%P&E ""000 24.2!"SI%P&E ""000 24.2!"

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TANDE% "8000 9.68

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TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68


28/97

TANDE% "8000 9.68 TANDE% "8000 9.68

TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68

TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68 TANDE% "8000 9.68

TRIDE% 2000 !0.706 TRIDE% 2000 !0.706 TRIDE% 2000 !0.706 TRIDE% 2000 !0.706 TRIDE% 2000 !0.706

TRIDE% 2!000 !!.""6 TRIDE% 2!000 !!.""6


29/97

) e B 365 a .S

6000 2 480000 0.!

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E F#$R: $ $@$S S#?$S $ 3.5 *ips

E F#$R: $ $@$S S#?$S $ 7.3 *ips


30/97

0 2 0 0.!"! " !47! 0.!

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E F#$R: $ $@$S S#?$S $ 15.4 *ips


31/97

0 2 0 0.!2! " 9"2! 0.!

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E F#$R: $ $@$S S#?$S $ 24.3 *ips

E F#$R: $ $@$S $# $ 35.3 *ips


32/97

0 " 0 0.!0 " 0 0.!

0 2 0 0.!0 " 0 0.!0 " 0 0.!0 2 0 0.!

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E F#$R: $ $@$S $# $ 39.7 *ips

E F#$R: $ $@$S R$# $ 50.7 *ips

E F#$R: $ $@$S R$# $ 55.1 *ips


33/97

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34/97

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35/97

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36/97

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37/97

REPETI

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SI%P&E "000 // 6000 N1%ERO

SI%P&E "600 .!2796"9 "20 N1%ERO

SI%P&E 00 7.27!2!46! "20

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38/97

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39/97

TANDE% "8000 9.682072 0 TANDE% "8000 9.682072 4! TANDE% "8000 9.682072 0 TANDE% "8000 9.682072 ! TANDE% "8000 9.682072 0 TANDE% "8000 9.682072 0

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N1%ERO TRIDE% 2000 !0.70620 2! TRIDE% 2000 !0.70620 0 TRIDE% 2000 !0.70620 0 TRIDE% 2000 !0.70620 0

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40/97

ONES ESPERADAS POR TIPO DE #E$'C(&O

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2 480000 0.! 0.88 ".6!2977" 6724706.74709 DE EJES SI%P&ES DE 2.2 K)* 6724706.74709

" 4800 0.! 0.88 ".6!2977" 67247.0674709 DE EJES SI%P&ES DE .! K)* 67247.0674709

" 4800 0.! 0.88 ".6!2977" 67247.0674709

DE EJES SI%P&ES DE 7. K)* 67247.0674709" 29200 0.! 0.88 ".6!2977" 4248".78"9" 2007! 0.! 0.88 ".6!2977" 29207".!72!908" 9"2! 0.! 0.88 ".6!2977" "27!9.80!72"2 0 0.! 0.88 ".6!2977" 0

" !47! 0.! 0.88 ".6!2977" 796!!.88486" 9"2! 0.! 0.88 ".6!2977" "27!9.80!72"" 0 0.! 0.88 ".6!2977" 0" !47! 0.! 0.88 ".6!2977" 796!!.88486" 0 0.! 0.88 ".6!2977" 0" 9"2! 0.! 0.88 ".6!2977" "27!9.80!72"" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" "642! 0.! 0.88 ".6!2977" 28967.6!00"6" 0 0.! 0.88 ".6!2977" 0

" 0 0.! 0.88 ".6!2977" 0" "277! 0.! 0.88 ".6!2977" "8!86.7280"2" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 0

" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0


41/97

" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" "277! 0.! 0.88 ".6!2977" "8!86.7280"2" 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 0

2 0 0.! 0.88 ".6!2977" 0 E EJES SI%P&ES DE "!.4 K)* "88!"89.24"268

" 29200 0.! 0.88 ".6!2977" 4248".78"92 "09!0 0.! 0.88 ".6!2977" "!9"".7668677" 9"2! 0.! 0.88 ".6!2977" "27!9.80!72" 0 0.! 0.88 ".6!2977" 0" !47! 0.! 0.88 ".6!2977" 796!!.884862 0 0.! 0.88 ".6!2977" 0" 9"2! 0.! 0.88 ".6!2977" "27!9.80!72"2 0 0.! 0.88 ".6!2977" 0

" 0 0.! 0.88 ".6!2977" 0 0 0.! 0.88 ".6!2977" 02 2!!!0 0.! 0.88 ".6!2977" 7"727.4!602472 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 0

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E EJES SI%P&ES DE 24. K)* "486909.824099" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0

E EJES TANDE% DE !. K)* 0" 2007! 0.! 0.88 ".6!2977" 29207".!72!908" 0 0.! 0.88 ".6!2977" 0" 9"2! 0.! 0.88 ".6!2977" "27!9.80!72"" 0 0.! 0.88 ".6!2977" 0" 9"2! 0.! 0.88 ".6!2977" "27!9.80!72"2 0 0.! 0.88 ".6!2977" 0


42/97

" 0 0.! 0.88 ".6!2977" 0" "642! 0.! 0.88 ".6!2977" 28967.6!00"62 0 0.! 0.88 ".6!2977" 0" "277! 0.! 0.88 ".6!2977" "8!86.7280"2" 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 0

0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 0 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 02 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0

2 0 0.! 0.88 ".6!2977" 0 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0

E EJES TANDE% DE 9.7 K)* 982422.!62!09" 9"2! 0.! 0.88 ".6!2977" "27!9.80!72"" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0" 0 0.! 0.88 ".6!2977" 0

" 0 0.! 0.88 ".6!2977" 0 E EJES TRIDE% DE !0.7 K)* "27!9.80!72"" !47! 0.! 0.88 ".6!2977" 796!!.88486" "642! 0.! 0.88 ".6!2977" 28967.6!00"6

E EJES TRIDE% DE !!." K)* "862.!7!4

':$S $S$RS S$AF : G $@$ $ 'RA $@$S S#?$S $ 2.2 *S 63724706.75 $@$S S#?$S $ 3.5 *S 637247.07

$@$S S#?$S $ 7.3 *S 637247.07 $@$S S#?$S $ 15.4 *S 1885189.24 $@$S S#?$S $ 24.3 *S 1486909.82 $@$S $# $ 35.3 *S 0.00 $@$S $# $ 39.7 *S 982422.56 $@$S R$# $ 50.7 *S 132759.81 $@$S R$# $ 55.1 *S 318623.53


43/97

(? 2.5C1 'R$#$: $ * $? S>$?:H S$AF $S$S:R $

k suel C (ub base pci$spesr de la sub C b

4 " 6 " 950 65 75 8

100 130 140 1200 220 230 2300 320 330 3

DATOS

$spesr de la sub base 8 =

k del suel pci 2"6.764*c)

6 = 8 = 9

20 *c) > 270

? 2!6.667 *c)

6 = 8 = 9

0 *c) > 70

? !6.667 *c)

200 *c) 2"6.764 *c) 00

2!6.667 *c) > !6.667

? 27.4 *c)

* del suel

pci


44/97

? (S$ AR>?R pag.54 (? 2.5C2

se

" 12 "5 1100 1900 3200 430

=

*c)

=

*c)

*c)

*c)


45/97

'R$#$: $ * $? S>$?:H S$AF $S$S:R $ ? (S$ AR>?

k suel C (ub base pci$spesr de la sub C base

4 " 6 " 8 " 10 "50 170 230 310 390100 280 400 520 640200 470 640 830 CCCCCC

DATOS

$spesr de la sub base 8 =

k del suel pci 2"6.76 *c)

6 = 8 = 8 =

400 *c) > !20 *c)

? !20 *c)

6 = 8 = 8 =

640 *c) > 80 *c)

? 80 *c)

"00 *c) 2"6.764 *c) 200 *c)

!20 *c) > 80 *c)

? 88".968 *c)

* del suel

pci


46/97

'$#$ pag. 55


47/97

': S@>S G S :G: ?$R?

k 273 200 3

$S>$RI:S $J>;?$$S pag. 61

$&es sencills

k 200 260

eK 197 189.80

$&es tandem

k 200 260

eK 168 160.20

$&es tridem

k 200 260

eK 131 126.20

':R$S $ R$?': R$

Sc #R 625.83

$&es sencills 0.3032787 psi

$&es tandem 0.2559813 psi

$&es tridem 0.2016532 psi


48/97

300 k 273

':R$S $ $R:S:

$&es sencill

300 k

185 e

$&es tande

300 k

155 e

$&es tridem

300 k

123 e


49/97

200 260 300

pag. 64

s

200 260 300

2.35 2.34 2.33

200 260 300

2.44 2.40 2.38

200 260 300

2.51 2.46 2.42


50/97

ANA&ISIS POR FATIGA


51/97


52/97


53/97


54/97


55/97


56/97

?SS :R A $@$S S#?$S

18.48 ?#:

29.16 1100000.00

?SS :R A $@$S $#

42.36 ?#:

47.64 ?#:

?SS :R A $@$S R$#

20.28 ?#:

22.04 ?#:


57/97


58/97

actr de relacin de

actr de relacin de

actr de relacin de


59/97


60/97

es!uerL 0.303

es!uerL 0.256

es!uerL 0.2017


61/97


62/97

ANA&ISIS POR EROSI@N


63/97


64/97


65/97


66/97


67/97


68/97

?SS :R $R:SM $@$S S#

18.48 ?#:

29.16 4000000.00

?SS :R $R:SM $@$S

42.36 11000000

47.64 5000000

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20.28 6000000

22.04 3200000


69/97


70/97

?$S actr de ersiN

$# actr de ersiN

$# actr de ersiN


71/97


72/97

2.3

2.40

2.46


73/97


74/97

r%ect O. rincipal$spesr inicial 7"

#dul resilente * 273#dul de rura #r 625.8

actr de seguridad de carga 1.2 ag. 58

':S:? $ R$$':$S $S$RS S$AF : G $

$@$S S#?$S

>#$R: $ $@$S S#?$S $ 2.2 *S>#$R: $ $@$S S#?$S $ 3.5 *S>#$R: $ $@$S S#?$S $ 7.3 *S

>#$R: $ $@$S S#?$S $ 15.4 *S

>#$R: $ $@$S S#?$S $ 24.3 *S$@$S $#

>#$R: $ $@$S $# $ 35.3 *S>#$R: $ $@$S $# $ 39.7 *S

$@$S R$#>#$R: $ $@$S R$# $ 50.7 *S#$R: $ $@$S R$# $ 55.1 *S

#>? :R ?S?SS

1.2$&es sencills$s!uerL eKuiOalente 190 psiactr de relacin de es!uerLs 0.3032786705

2.2 2.64 63724706.7471 ?#:3.5 4.2 637247.067471 ?#:7.3 8.76 637247.067471 ?#:15.4 18.48 1885189.24127 ?#:24.3 29.16 1486909.8241 1100000

$&es tandem

$s!uerL eKuiOalente 160 psiactr de relacin de es!uerLs 0.255981259335.3 42.36 0 ?#:39.7 47.64 982422.562351 ?#:

$&es tridem$s!uerL eKuiOalente 126 psiactr de relacin de es!uerLs 0.2016531518

50.7 60.84 132759.805723 C16.9 20.28 132759.805723 ?#:

'RA $ $@$*S

R$$':$S$S$RS R$$':$S

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75/97

55.1 66.12 318623.533735 C18.367 22.040 318623.533735 ?#:

:?

'm se puede bserOar el prcenta&e de da btenid pr A

'm se puede bserOar el prcenta&e de da btenid pr $R:S


76/97

asa &untas S

p% lateral Serid de dise 20 P:S

:bserOacines. Sub base granular 8"

$ $ 'RA63724706.747087637247.06747087637247.067470871885189.241268

1486909.82409870

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:R A ?SS $ $R:SM

actr de ersiNn 2.3380 ) ?#: 0 )0 ) ?#: 0 )0 ) ?#: 0 )0 ) ?#: 0 )

135.1736 ) 4000000.00 37.17275 )

actr de ersiNn 2.4040 ) 11000000 0 )0 ) 5000000 19.64845 )

actr de ersiNn 2.456C C C0 ) 6000000 2.212663 )

) $ P: :R

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77/97

C C C0 ) 3200000 9.956985 )

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es menr al 100) pr l tant : '>#?$

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78/97

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79/97

2!000 !!.""!!6!7! 0

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CR27000 "!.42!8406 0

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C4R27000 "!.42!8406 0

2000 !0.70620476 0""000 24.2!0848924 0

C4R

7000 "!.42!8406 02000 !0.70620476 0

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80/97

84R47000 "!.42!8406 0

"8000 9.6820729 0

C2R"7000 "!.42!8406 0

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"8000 9.6820729 0

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2000 !0.70620476 0""000 24.2!0848924 0

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7000 "!.42!8406 0

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81/97

TPDA T)*o ,- -3 TPDA T)*o ,- -3

4"" TS 0 CR""62 TS- 0 CR2

22 C2R2 0 C4R"

6 C2R 0 C4R20 CR2 0 84R"0 CR 0 84R2" CR4 0 TS2S2" C4R2 0 TS-2S-20 C4R 0 TS2S"S20 84R2 0 TS-2S"S-2

0 84R 0 20 84R4 0 "0 C2R" 0 4"0 C2R2 0 A"

: T-*or F.S F.Cr F.C<

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82/97

" 0 0.! 0.97 29.8 0" 0 0.! 0.97 29.8 02 0 0.! 0.97 29.8 0

" 0 0.! 0.97 29.8 0" 0 0.! 0.97 29.8 0" 0 0.! 0.97 29.8 0

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83/97

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2 0 0.! 0.97 29.8 0" 0 0.! 0.97 29.8 0" 0 0.! 0.97 29.8 0

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84/97

TPDA

000 0

0000000

"000

604

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SI%P&E "000 2.2

SI%P&E "600 .!

SI%P&E 00 7.

SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4

SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4

T)*o ,--3c5o

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85/97

SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4SI%P&E 7000 "!.4

SI%P&E 7000 "!.4

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TANDE% "6 0.0

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TANDE% "8 0 TANDE% "8 0 TANDE% "8 0 TANDE% "8 TANDE% "8 0 TANDE% "8 0 TANDE% "8 0 TANDE% "8 0


86/97


87/97

TPDA : T-*or F.S F.Cr

6! 0.! 0.97

4"" 2 0000 0.! 0.97N(%ERO DE EJES SI%P&ES DE 2.2 KIPS

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88/97

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