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Profil en Long

The document contains detailed topographical data including slopes, alignments, and altitudes for a specific project. It provides measurements and profiles for various points along a designated path, indicating changes in elevation and gradient. The data is presented in a structured format, suitable for engineering analysis and planning.

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ouattaminata768
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0% found this document useful (0 votes)
7 views1 page

Profil en Long

The document contains detailed topographical data including slopes, alignments, and altitudes for a specific project. It provides measurements and profiles for various points along a designated path, indicating changes in elevation and gradient. The data is presented in a structured format, suitable for engineering analysis and planning.

Uploaded by

ouattaminata768
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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PC : 73.

00 m

Echelle en Y : 1/100

Echelle en X : 1/1000

Profil dessiné par AutoPISTE


Axe : Axe
Graphique des dévers

Dévers Droit

Dévers Gauche

Alignements droits et courbes

Pentes et rampes

Distances partielles

Abcisses

Ecarts Projet - TN

Altitudes Projet

Altitudes TN

Numéro de profils en travers


-0.00 %
0.00 %
0.00 %
0.00 0.00 0 -0.24 84.49 84.73 P01

20.00
0.00 0.00 20 0.01 83.88 83.87 P02

PENTE L = 79.95 m P = -3.05 %


L = 61.18 m
DROITE

20.00
0.00 0.00 40 -0.04 83.27 83.31 P03

20.00
0.00 0.00 60 -0.25 82.66 82.91 P04
19.95

0.00 0.00 80 -0.28 82.05 82.33 P05


20.05

0.00 0.00 100 -0.58 81.54 82.12 P06


RP = 1998.56 L = 67.29

20.00

0.00 0.00 120 -0.32 81.23 81.55 P07


20.00

0.00 0.00 140 -0.31 81.12 81.43 P08


7.24

147 -0.28 81.13


12.76

0.00 0.00 160 0.00 81.17 81.17 P09


20.00
RAMPE L = 79.10 m P = 0.32 %

0.00 0.00 180 -0.27 81.23 81.50 P10


20.00

0.00 0.00 200 -0.44 81.30 81.74 P11


20.00

0.00 0.00 220 -0.08 81.36 81.45 P12


6.34

226 0.00 81.38


13.66

0.00 0.00 240 0.09 81.29 81.20 P13


20.00

0.00 0.00 260 0.17 81.16 80.99 P14


20.00
R = 1786.56 m
L = 432.12 m

0.00 0.00 280 0.08 81.03 80.95 P15


20.00

0.00 0.00 300 0.12 80.90 80.78 P16


20.00

0.00 0.00 320 0.13 80.77 80.63 P17


20.00

0.00 0.00 340 -0.00 80.63 80.63 P18


20.00
PENTE L = 281.39 m P = -0.63 %

0.00 0.00 360 -0.17 80.51 80.68 P19


20.00

0.00 0.00 380 -0.01 80.39 80.39 P20


20.00

0.00 0.00 400 0.06 80.27 80.20 P21


20.00

0.00 0.00 420 0.16 80.14 79.98 P22


20.00

0.00 0.00 440 0.35 80.02 79.67 P23


20.00

0.00 0.00 460 0.36 79.90 79.53 P24


20.00

0.00 0.00 480 0.30 79.77 79.47 P25


20.00
L = 19.24 m
DROITE

0.00 0.00 500 -0.00 79.65 79.65 P26


7.73

508 -0.00 79.60


12.27

0.00 0.00 520 0.49 79.64 79.15 P27


20.00
R = 62.82 m
L = 41.91 m

0.00 0.00 540 0.41 79.70 79.29 P28


20.00
RAMPE L = 138.52 m P = 0.30 %

0.00 0.00 560 0.67 79.76 79.09 P29


20.00

0.00 0.00 580 0.61 79.82 79.21 P30


20.00
L = 91.80 m
DROITE

0.00 0.00 600 0.46 79.88 79.42 P31


20.00

0.00 0.00 620 0.26 79.94 79.68 P32


20.00

0.00 0.00 640 -0.00 79.94 79.94 P33


6.24

R AM PE L = 6.24 m P = 1.29 %

0.00 0.00 646 80.02 80.02 P34

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