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Junction at 27.600

This document contains design specifications for a road curve, including the design speed of 100 km/hr, a superelevation rate of 5%, a delta angle of 0 degrees 58 minutes 03 seconds, and a curve length of 27+600 meters. The design shows the vertical and horizontal alignments relative to existing ground levels.

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Er navneet jassi
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0% found this document useful (0 votes)
64 views1 page

Junction at 27.600

This document contains design specifications for a road curve, including the design speed of 100 km/hr, a superelevation rate of 5%, a delta angle of 0 degrees 58 minutes 03 seconds, and a curve length of 27+600 meters. The design shows the vertical and horizontal alignments relative to existing ground levels.

Uploaded by

Er navneet jassi
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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ROW

PC

ROW
SUPERELEVATION (e %)

FINISHED ROAD LEVEL.


GROUND LEVEL
EXISTING ROAD /
VERTICAL ALIGNMENT

HORIZONTAL ALIGNMENT
SCALE:
DATE:

Design Speed 100 km/hr

R (m)
Curve No.
e
Delta (deg.) 0^58'03"

Lc (m)

GAJOL
27+600

ROW

ROW
D :\ UJJW AL \3 76 2_ WE ST BENGAL_ 81 \R E-3\download.jpg

PI

5000
2.5%

13
84.440
27+622.177

22.00 M

24.00 M

26.00 M

28.00 M

30.00 M

32.00 M

34.00 M

ROW

ROW
27+600 25.393 27.852 27+650

ROW
27+664.396

R 5000.00
L 84.44

ROW
PT

27+625 24.959 27.916

ROW

ROW
27+650 25.028 27.981
27+655.6
e 2.5% 27+700

ROW

ROW
27+675 25.098 28.046
27+681.9 PVC 27+682
e 2.5% Elev 28.064

ROW
27+700 25.195 28.110

ROW
27+750

ROW
L2 50.000
L1 50.000

27+725 25.062 28.174


L100.000

PVI 27+732

ROW
Elev 28.194

New construct
ROW
27+750 24.370 28.237

ROW
27+800
27+775 24.201 28.300

ion
ROW
PVT 27+782
Elev 28.318

ROW
27+800 24.833 28.362

ROW

ROW
27+850
27+825 24.920 28.424

ROW

ROW
27+850 25.171 28.486

ROW
27+900

ROW
27+875 25.421 28.548
Slp0.248%
L224.521

L 224.521m
Slp 0.248%

ROW
27+900 25.631 28.610

ROW
NH-81 Starting from chainage 19.205 kmp to chainage 46.550 kmp (Existing Ch.)

ROW
27+925 25.517 28.672 27+950

ROW
ROW
27+950 25.316 28.734

ROW
Km. 27+600 to Km. 28+300

27+975 25.541 28.796


PLAN & PROFILE

ROW

28+000

ROW
28+000 25.882 28.858
PVC 28+007
ROW

Elev 28.875
28+016.4
e 2.5% ROW
28+045.036
28+025 25.948 28.920 TS
28+050
ROW

ROW
L2 50.000
L1 50.000
L100.000

28+050 26.005 28.982


PVI 28+057
Elev 28.999
ROW
A 225.55
L 55.00

28+073.7
ROW

28+075 e 2.5% 26.209 29.045


28+100.036
SC 28+100
ROW

28+100.0
28+100 26.191 29.109
ROW

e 4.8% PVT 28+107


Elev 29.126
ROW

28+125 26.099 29.172


RO W

28+150
DWG. NO. CET/2016/3762/NH-81/DPR/PP-13
Drawn By.
U.Malik

ROW
ER

28+150 26.205 29.236


O
W

ROW

G=2.1
ER

28+175 26.046 29.299


ROW
OW

RO W

28+200
HARISH CHANDRAPUR
ER

28+200 26.097 29.363


Design By.

OW
G.Banerjee

ROW

G=1.6
EXISTING ROAD / GROUND LINE
FINISHED ROAD LINE

G=1.8
RO W
OW
ER

28+225 26.147 29.426


G=0.9

RO
W
0
28+25
RO W

G=2.4
OW

G=0.8

G=1.0
Checked By.

G=1.1
ER

28+250 26.284 29.490


RO
W
B.Das

Slp0.254%
L349.333

G=1.4
G=2.2
OW

RO W
L 349.334m
Slp 0.254%

ER

G=1.2

28+275 26.224 29.554


RO
W

00
OW

28+3
RO W
ER

28+300 26.200 29.617


RO
Approved By.

W
A Nayek

W
O
28+325 26.090 29.681 ER
RO W

G=1.7
RO
W

50
28+3
O
ER

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