Vvn Irc37 Short

<&#" / ;
=

esi-n Traffic

 ∗[   ] ∗

∗A*D*F

n(+)er of &T A;<& *'ei-ht =8160 k-, to )e catere for in the esi-n in t er+s of :+sa: * Million &tanar xles, N = The c(+(latie n(+)er A = #nitial traffic in the ear of co+letion of constr(ction in ter+s of n(+)er of o++ercial ehicles Per a *P, *'ei-ht E=3.0 +t, =

D=

 ∗ (  +  )

P = (+)er of /MM<#; <#;<& as er last co(nt x = (+)er of ears )eteen the last co(nt an the ear of co+letion of onstr(ction.

;ane istri)(tion actor

= >=

F=

n=

ehicle a+a-e actor

=

esi-n life in ears

=

r = nn(al -roth rate of o++ercial ehicles =

1.00

or &in-le ! ;ane roas * arria-ea ith = 3.66 3.75 +,

0.75

or To ! ;ane sin-le carria-ea roas * arria-ea ith = 7.00 +,

1.50

or  = 0 ! 150

#nitial Traffic in ter+s of P

=

3.50

or  = 150 ! 1500

#nitial Traffic in ter+s of P

=

4.50

or  = More More than 1500 #nitial Traffic in ter+s of P

5 to 15

s -(ie ) i-her i-her (thorities

7.5 % of 0.075

esi-n &tes *i,  al(e in :+sa: can )e irectl rea rea for resectie roa roa fro+ T# T$;< for *1, esi-n esi-n life in ears an *2, #nitial traffic in P *ii, /)tain $ in % * alifornia $earin- atio, of &()-rae &()-rae &oil. $ sho(l )e one in the la) onl. onl. *iii, ?sin- the a)oe  al(e an $ of &()-rae@ the Pae+ent o+osition ;aers can )e rea fro+ the $ Ta)les.

$ = 2 %

$ = 2 %

$it(+ino(s &(rfacin- * ++ , 'earin- o(rse $iner o(rse Material Thickness Material Thickness

&() )ase

Traffic *+sa,

Thickness *++ ,

Material

Thickness

1

2

3

4

5

6

7

8

1 2 3 4 5 10 20

660 715 750 775 795 850 880

P P P P &$ $ $

20 20 20 20 25 40 40

!! $M $M $M $M $M $M

!! 50 60 80 70 100 130

225 225 250 250 250 250 250

30

900

$

40

$M

150

250

$it(+ino(s &(rfacin- * ++ , 'earin- o(rse $iner o(rse Material Thickness Material Thickness

&() )ase

Traffic *+sa,

Thickness *++ ,

9

1

2

3

4

5

6

7

8

9

"r ### "r ### "r # "r # "r # "r # "r #

435 440 440 445 450 460 460

40 50 60 70 80 90 100

915 925 930 935 940 945 955

$ $ $ $ $ $ $

40 40 40 40 50 50 50

$M $M $M $M $M $M $M

165 175 180 185 180 185 195

250 250 250 250 250 250 250

"r # "r # "r # "r # "r # "r # "r #

460 460 460 460 460 460 460

"r #

460

150

975

$

50

$M

215

250

"r #

460

'MM

$ = 3 %

'MM

Material

Thickness

$ = 4 %

$it(+ino(s &(rfacin- * ++ , 'earin- o(rse $iner o(rse

&() )ase

Traffic *+sa,

Thickness *++ ,

Material

Thickness

Material

Thickness

Material

Thickness

1

2

3

4

5

6

7

8

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100

550 610 645 670 690 760 790 810 820 830 835 840 845 850 860

P P P P &$ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50

!! $M $M $M $M $M $M $M $M $M $M $M $M $M $M

!! 50 60 75 60 90 120 140 150 160 165 170 175 180 180

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250

150

890

$

50

$M

210

250


&() )ase

Traffic *+sa,

Thickness *++ ,

Material

Thickness

Material

Thickness

9

1

2

3

4

5

6

7

8

9

"r ### "r ### "r # "r # "r # "r # "r # "r # "r # "r # "r # "r # "r # "r # "r #

325 335 335 345 355 380 380 380 380 380 380 380 380 380 380

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100

480 540 580 600 620 700 730 750 765 780 785 790 795 800 800

P P P P &$ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50

!! $M $M $M $M $M $M $M $M $M $M $M $M $M $M

!! 50 50 65 60 80 110 130 145 160 165 170 175 180 170

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250


255 265 280 285 285 330 330 330 330 330 330 330 330 330 330

"r #

380

150

820

$

50

$M

190

250

"r #

330

'MM

$ = 5 %

'MM

Material

Thickness

$ =6 %


&() )ase

Traffic *+sa,

Thickness *++ ,

1

2

Material 3

Thickness 4

Material 5

Thickness 6

7

Material 8

Thickness 9

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100 150

430 490 530 555 580 660 690 710 720 730 735 740 745 750 750 770

P P P P &$ $ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50 50

!! $M $M $M $M $M $M $M $M $M $M $M $M $M $M $M

!! 50 50 65 55 70 100 120 130 140 145 150 155 160 150 170

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250 250

"r ### "r ### "r # "r # "r # "r # "r # "r # "r # "r # "r # "r # "r # "r # "r # "r #

205 215 230 240 250 300 300 300 300 300 300 300 300 300 300 300

'MM


&() )ase

Traffic *+sa,

Thickness *++ ,

1

2

Material 3

Thickness 4

Material 5

Thickness 6

7

Material 8

Thickness 9

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100 150

390 450 490 515 535 615 640 655 665 675 680 685 690 695 700 720

P P P P &$ $ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50 50


!! 50 50 65 50 65 90 105 115 125 130 135 140 145 140 160

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250 250


165 175 190 200 210 260 260 260 260 260 260 260 260 260 260 260

'MM

$ = 3 %

$ = 4 %


&() )ase

Traffic *+sa,

Thickness *++ ,

Material

Thickness

Material

Thickness

Material

Thickness

1

2

3

4

5

6

7

8

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100

550 610 645 670 690 760 790 810 820 830 835 840 845 850 860

P P P P &$ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50

!! $M $M $M $M $M $M $M $M $M $M $M $M $M $M

!! 50 60 75 60 90 120 140 150 160 165 170 175 180 180

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250

150

890

$

50

$M

210

250


&() )ase

Traffic *+sa,

Thickness *++ ,

Material

Thickness

Material

Thickness

9

1

2

3

4

5

6

7

8

9


325 335 335 345 355 380 380 380 380 380 380 380 380 380 380

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100

480 540 580 600 620 700 730 750 765 780 785 790 795 800 800

P P P P &$ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50

!! $M $M $M $M $M $M $M $M $M $M $M $M $M $M

!! 50 50 65 60 80 110 130 145 160 165 170 175 180 170

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250


255 265 280 285 285 330 330 330 330 330 330 330 330 330 330

"r #

380

150

820

$

50

$M

190

250

"r #

330

'MM

$ = 5 %

'MM

Material

Thickness

$ =6 %


&() )ase

Traffic *+sa,

Thickness *++ ,

1

2

Material 3

Thickness 4

Material 5

Thickness 6

7

Material 8

Thickness 9

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100 150

430 490 530 555 580 660 690 710 720 730 735 740 745 750 750 770

P P P P &$ $ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50 50


!! 50 50 65 55 70 100 120 130 140 145 150 155 160 150 170

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250 250


205 215 230 240 250 300 300 300 300 300 300 300 300 300 300 300

'MM


&() )ase

Traffic *+sa,

Thickness *++ ,

1

2

Material 3

Thickness 4

Material 5

Thickness 6

7

Material 8

Thickness 9

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100 150

390 450 490 515 535 615 640 655 665 675 680 685 690 695 700 720

P P P P &$ $ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50 50


!! 50 50 65 50 65 90 105 115 125 130 135 140 145 140 160

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250 250


165 175 190 200 210 260 260 260 260 260 260 260 260 260 260 260

$ = 7 %

'MM

$ = 8 %


&() )ase

Traffic *+sa,

Thickness *++ ,

1

2

Material 3

Thickness 4

Material 5

Thickness 6

7

Material 8

Thickness 9

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100 150

375 425 460 485 505 580 610 630 640 650 655 660 665 670 675 695

P P P P &$ $ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50 50


!! 50 50 65 50 60 90 110 120 130 135 140 145 150 145 165

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250 250


150 150 160 170 180 230 230 230 230 230 230 230 230 230 230 230

'MM


&() )ase

Traffic *+sa,

Thickness *++ ,

1

2

Material 3

Thickness 4

Material 5

Thickness 6

7

Material 8

Thickness 9

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100 150

375 425 450 465 475 550 575 590 600 610 615 620 625 630 640 660

P P P P &$ $ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50 50


!! 50 50 65 50 60 85 100 110 120 125 130 135 140 140 160

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250 250


150 150 150 150 150 200 200 200 200 200 200 200 200 200 200 200

$ = 9 %

'MM

$ =10 %


&() )ase

Traffic *+sa,

Thickness *++ ,

Material

Thickness

Material

Thickness

Material

Thickness

1

2

3

4

5

6

7

8

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100

375 425 450 465 475 540 570 585 595 605 610 615 620 625 635

P P P P &$ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50

!! $M $M $M $M $M $M $M $M $M $M $M $M $M $M

!! 50 50 65 50 50 80 95 105 115 120 125 130 135 135

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250

150

655

$

50

$M

155

250


&() )ase

Traffic *+sa,

Thickness *++ ,

Material

Thickness

Material

Thickness

9

1

2

3

4

5

6

7

8

9


150 150 150 150 150 200 200 200 200 200 200 200 200 200 200

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100

375 425 450 465 475 540 565 580 590 600 605 610 615 620 630

P P P P &$ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50

!! $M $M $M $M $M $M $M $M $M $M $M $M $M $M

!! 50 50 65 50 50 75 90 100 110 115 120 125 130 130

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250


150 150 150 150 150 200 200 200 200 200 200 200 200 200 200

"r #

200

150

650

$

50

$M

150

250

"r #

200

'MM

'MM

Material

Thickness

$ = 7 %

$ = 8 %


&() )ase

Traffic *+sa,

Thickness *++ ,

1

2

Material 3

Thickness 4

Material 5

Thickness 6

7

Material 8

Thickness 9

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100 150

375 425 460 485 505 580 610 630 640 650 655 660 665 670 675 695

P P P P &$ $ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50 50


!! 50 50 65 50 60 90 110 120 130 135 140 145 150 145 165

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250 250


150 150 160 170 180 230 230 230 230 230 230 230 230 230 230 230

'MM


&() )ase

Traffic *+sa,

Thickness *++ ,

1

2

Material 3

Thickness 4

Material 5

Thickness 6

7

Material 8

Thickness 9

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100 150

375 425 450 465 475 550 575 590 600 610 615 620 625 630 640 660

P P P P &$ $ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50 50


!! 50 50 65 50 60 85 100 110 120 125 130 135 140 140 160

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250 250


150 150 150 150 150 200 200 200 200 200 200 200 200 200 200 200

$ = 9 %

'MM

$ =10 %


&() )ase

Traffic *+sa,

Thickness *++ ,

Material

Thickness

Material

Thickness

Material

Thickness

1

2

3

4

5

6

7

8

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100

375 425 450 465 475 540 570 585 595 605 610 615 620 625 635

P P P P &$ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50

!! $M $M $M $M $M $M $M $M $M $M $M $M $M $M

!! 50 50 65 50 50 80 95 105 115 120 125 130 135 135

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250

150

655

$

50

$M

155

250


&() )ase

Traffic *+sa,

Thickness *++ ,

Material

Thickness

Material

Thickness

9

1

2

3

4

5

6

7

8

9


150 150 150 150 150 200 200 200 200 200 200 200 200 200 200

1 2 3 4 5 10 20 30 40 50 60 70 80 90 100

375 425 450 465 475 540 565 580 590 600 605 610 615 620 630

P P P P &$ $ $ $ $ $ $ $ $ $ $

20 20 20 20 25 40 40 40 40 40 40 40 40 40 50

!! $M $M $M $M $M $M $M $M $M $M $M $M $M $M

!! 50 50 65 50 50 75 90 100 110 115 120 125 130 130

225 225 250 250 250 250 250 250 250 250 250 250 250 250 250


150 150 150 150 150 200 200 200 200 200 200 200 200 200 200

"r #

200

150

650

$

50

$M

150

250

"r #

200

'MM

'MM

Material

Thickness

T%.//C T.!

=

Desig Traffic N i * sa * as +er e,atio Desig !ife i "ears - #ig$e !ae %oa& (3'75 ) Traffic

 ∗[   ] ∗

∗.3D3/

Desig !ife i "ears -To !ae %oa& (7'00 )

5

6

7

8

9

10

5

6

7

8

9

10

50

0.2

0.2

0.2

0.3

0.3

0.4

0.1

0.1

0.2

0.2

0.3

0.3

100

0.3

0.4

0.5

0.6

0.7

0.8

0.2

0.3

0.4

0.4

0.5

0.6

150 200 250 300 350 400 450 500

0.5

0.6

0.7

0.9

1.0

1.2

0.4

0.4

0.5

0.6

0.8

0.9

1.5

1.9

2.2

2.7

3.1

3.6

1.1

1.4

1.7

2.0

2.3

2.7

1.9

2.3

2.8

3.3

3.9

4.5

1.4

1.7

2.1

2.5

2.9

3.4

2.2

2.8

3.4

4.0

4.7

5.4

1.7

2.1

2.5

3.0

3.5

4.1

2.6

3.2

3.9

4.7

5.5

6.3

1.9

2.4

2.9

3.5

4.1

4.7

3.0

3.7

4.5

5.3

6.2

7.2

2.2

2.8

3.4

4.0

4.7

5.4

3.3

4.2

5.1

6.0

7.0

8.1

2.5

3.1

3.8

4.5

5.3

6.1

3.7

4.6

5.6

6.7

7.8

9.0

2.8

3.5

4.2

5.0

5.9

6.8

550 600 650 700 750

4.1

5.1

6.2

7.3

8.6

9.9

3.1

3.8

4.6

5.5

6.4

7.5

4.5

5.6

6.7

8.0

9.4

10.8

3.3

4.2

5.1

6.0

7.0

8.1

4.8

6.0

7.3

8.7

10.2

11.7

3.6

4.5

5.5

6.5

7.6

8.8

5.2

6.5

7.9

9.3

10.9

12.7

3.9

4.9

5.9

7.0

8.2

9.5

5.6

6.9

8.4

10.0

11.7

13.6

4.2

5.2

6.3

7.5

8.8

10.2

800 850 900 950

5.9

7.4

9.0

10.7

12.5

14.5

4.5

5.6

6.7

8.0

9.4

10.8

6.3

7.9

9.5

11.3

13.3

15.4

4.7

5.9

7.2

8.5

10.0

11.5

6.7

8.3

10.1

12.0

14.1

16.3

5.0

6.2

7.6

9.0

10.5

12.2

7.0

8.8

10.7

12.7

14.8

17.2

5.3

6.6

8.0

9.5

11.1

12.9

1000 1050 1100

7.4

9.3

11.2

13.3

15.6

18.1

5.6

6.9

8.4

10.0

11.7

13.6

7.8

9.7

11.8

14.0

16.4

19.0

5.8

7.3

8.8

10.5

12.3

14.2

8.2

10.2

12.3

14.7

17.2

19.9

6.1

7.6

9.3

11.0

12.9

14.9

(CVPD)

T%.//C T.!

=

Desig Traffic N i * sa * as +er e,atio Desig !ife i "ears - #ig$e !ae %oa& (3'75 ) Traffic

 ∗[   ] ∗

∗.3D3/

Desig !ife i "ears -To !ae %oa& (7'00 )

5

6

7

8

9

10

5

6

7

8

9

10

50

0.2

0.2

0.2

0.3

0.3

0.4

0.1

0.1

0.2

0.2

0.3

0.3

100

0.3

0.4

0.5

0.6

0.7

0.8

0.2

0.3

0.4

0.4

0.5

0.6

150 200 250 300 350 400 450 500

0.5

0.6

0.7

0.9

1.0

1.2

0.4

0.4

0.5

0.6

0.8

0.9

1.5

1.9

2.2

2.7

3.1

3.6

1.1

1.4

1.7

2.0

2.3

2.7

1.9

2.3

2.8

3.3

3.9

4.5

1.4

1.7

2.1

2.5

2.9

3.4

2.2

2.8

3.4

4.0

4.7

5.4

1.7

2.1

2.5

3.0

3.5

4.1

2.6

3.2

3.9

4.7

5.5

6.3

1.9

2.4

2.9

3.5

4.1

4.7

3.0

3.7

4.5

5.3

6.2

7.2

2.2

2.8

3.4

4.0

4.7

5.4

3.3

4.2

5.1

6.0

7.0

8.1

2.5

3.1

3.8

4.5

5.3

6.1

3.7

4.6

5.6

6.7

7.8

9.0

2.8

3.5

4.2

5.0

5.9

6.8

550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350

4.1

5.1

6.2

7.3

8.6

9.9

3.1

3.8

4.6

5.5

6.4

7.5

4.5

5.6

6.7

8.0

9.4

10.8

3.3

4.2

5.1

6.0

7.0

8.1

4.8

6.0

7.3

8.7

10.2

11.7

3.6

4.5

5.5

6.5

7.6

8.8

5.2

6.5

7.9

9.3

10.9

12.7

3.9

4.9

5.9

7.0

8.2

9.5

5.6

6.9

8.4

10.0

11.7

13.6

4.2

5.2

6.3

7.5

8.8

10.2

5.9

7.4

9.0

10.7

12.5

14.5

4.5

5.6

6.7

8.0

9.4

10.8

6.3

7.9

9.5

11.3

13.3

15.4

4.7

5.9

7.2

8.5

10.0

11.5

6.7

8.3

10.1

12.0

14.1

16.3

5.0

6.2

7.6

9.0

10.5

12.2

7.0

8.8

10.7

12.7

14.8

17.2

5.3

6.6

8.0

9.5

11.1

12.9

7.4

9.3

11.2

13.3

15.6

18.1

5.6

6.9

8.4

10.0

11.7

13.6

7.8

9.7

11.8

14.0

16.4

19.0

5.8

7.3

8.8

10.5

12.3

14.2

8.2

10.2

12.3

14.7

17.2

19.9

6.1

7.6

9.3

11.0

12.9

14.9

8.5

10.6

12.9

15.3

18.0

20.8

6.4

8.0

9.7

11.5

13.5

15.6

8.9

11.1

13.5

16.0

18.7

21.7

6.7

8.3

10.1

12.0

14.1

16.3

9.3

11.6

14.0

16.7

19.5

22.6

7.0

8.7

10.5

12.5

14.6

16.9

9.6

12.0

14.6

17.3

20.3

23.5

7.2

9.0

10.9

13.0

15.2

17.6

10.0

12.5

15.2

18.0

21.1

24.4

7.5

9.4

11.4

13.5

15.8

18.3

10.4

13.0

15.7

18.7

21.9

25.3

7.8

9.7

11.8

14.0

16.4

19.0

10.8

13.4

16.3

19.4

22.7

26.2

8.1

10.1

12.2

14.5

17.0

19.7

11.1

13.9

16.8

20.0

23.4

27.1

8.3

10.4

12.6

15.0

17.6

20.3

15.3

19.0

23.1

27.5

32.1

37.2

11.4

14.3

17.3

20.6

24.1

27.9

16.2

20.2

24.5

29.2

34.1

39.5

12.2

15.2

18.4

21.9

25.6

29.6

1800 1900 2000 2100 2200 2300 2400 2500 2600 2700 2800 2900

17.2

21.4

26.0

30.9

36.2

41.8

12.9

16.1

19.5

23.2

27.1

31.4

18.1

22.6

27.4

32.6

38.2

44.1

13.6

17.0

20.6

24.5

28.6

33.1

19.1

23.8

28.9

34.3

40.2

46.5

14.3

17.8

21.6

25.7

30.1

34.9

20.0

25.0

30.3

36.0

42.2

48.8

15.0

18.7

22.7

27.0

31.6

36.6

21.0

26.2

31.8

37.7

44.2

51.1

15.7

19.6

23.8

28.3

33.1

38.3

21.9

27.4

33.2

39.5

46.2

53.4

16.5

20.5

24.9

29.6

34.7

40.1

22.9

28.6

34.6

41.2

48.2

55.8

17.2

21.4

26.0

30.9

36.2

41.8

23.9

29.7

36.1

42.9

50.2

58.1

17.9

22.3

27.1

32.2

37.7

43.6

24.8

30.9

37.5

44.6

52.2

60.4

18.6

23.2

28.1

33.5

39.2

45.3

25.8

32.1

39.0

46.3

54.2

62.7

19.3

24.1

29.2

34.7

40.7

47.1

26.7

33.3

40.4

48.0

56.2

65.1

20.0

25.0

30.3

36.0

42.2

48.8

27.7

34.5

41.9

49.8

58.3

67.4

20.8

25.9

31.4

37.3

43.7

50.5

3000 3500 4000 4500

28.6

35.7

43.3

51.5

60.3

69.7

21.5

26.8

32.5

38.6

45.2

52.3

33.4

41.6

50.5

60.1

70.3

81.3

25.0

31.2

37.9

45.0

52.7

61.0

38.2

47.6

57.7

68.6

80.4

92.9

28.6

35.7

43.3

51.5

60.3

69.7

42.9

53.5

64.9

77.2

90.4

104.6

32.2

40.2

48.7

57.9

67.8

78.4

5000

47.7

59.5

72.2

85.8

100.4

116.2

35.8

44.6

54.1

64.3

75.3

87.1

(CVPD)

1400 1450 1500 1600 1700

Note :- N = 1.0 msa for vales less than 1.00

Vvn Irc37 Short

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