ROUTE SURVEYING

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1
$Simple\ Curve$
Deflection and Central Angle of a
Certain Point along the Curve
$\alpha\ =\ \frac{\theta}{2}$
2
$Simple\ Curve$
Perpendicular Offset from
the tangent of the Curve
$\ tan\ \alpha\ =\ \frac{x}{b}$
3
$Simple\ Curve$
$\left(Radius\ of\ Curve\right)$
$(R)$
$20\ m\ =\ \frac{\pi\ R\ D}{180°}$
$100\ ft\ =\ \frac{\pi\ R\ D}{180°}$
4
$Simple\ Curve$
$\left(Curve\ Length\right)$
$(L_c)$
$L_c=\frac{\pi\ R\ I}{180}\ \ \ =\frac{20\ I}{D}$
5
$Simple\ Curve$
$\left(Tangent\ Distance\right)$
$(T)$
$Distance\ of\ PI\ \Longleftrightarrow PC$
$Distance\ of\ PI\ \Longleftrightarrow PT$
6
$Simple\ Curve$
$\left(Length\ of\ Long\ Chord\right)$
$(L)$
7
$Simple\ Curve$
$\left(External\ Distance\right)$
$(E)$
8
$Simple\ Curve$
$\left(Middle\ Ordinate\right)$
$(M)$
9
$Minimum\ Radius$
$(R_{min})$
$R_{min\ }=\ \frac{v^2}{g\ \left(e+\mu\right)}$
10
$kph\ \Rightarrow\ \ \ \ m/s$
$kph\ \ \ \ \ \Rightarrow\ \ \ \ \frac{kph}{3.6}\ \ \ \ \ \Rightarrow\ m/s$
11
$Impact\ Factor$
$(I.F.)$
$I.F.\ =\ e+\ \mu\ =\ \frac{v^2}{g\ R}$
12
CONCEPT
COMPOUND CURVE
13
CONCEPT
DETERMINING STATIONS in all
HORIZONTAL CURVES
14
$Compound\ Curve$
Common Tangent
$(CT)$
$CT=\ T_1+T_2$
15
$Reverse\ Curve$
Common Tangent
$(CT) $
$CT=\ T_1+T_2$
16
Spiral Curve Concept
17
SPIRAL CURVE
Distance along
tangent to any point
on the Spiral
$Y\ =\ L-\ \frac{{\ L}^5}{40\ R^2\ {L_s}^2}$
18
SPIRAL CURVE
Offset Distance from
Tangent to any point
in the Spiral
$x\ =\ \frac{L^3}{6\ R\ L_s\ }$
19
SPIRAL CURVE
Spiral angle from Tangent
to any point on the Spiral
$\theta\ =\ \frac{L^2}{2\ R\ L_s\ }$
20
SPIRAL CURVE
Deflection Angle from
TS to any point
on the spiral
(i)
$i\ =\ \frac{\theta}{3\ }$
21
SPIRAL CURVE
Ratio of
$i\ and\ i_s$
$\frac{i}{{L\ }^2}=\frac{i_s}{{L_s}^2\ }$
22
SPIRAL CURVE
Tangent Distance (TS to PI)
${(T}_s)$
$T_s=\ \frac{L_s}{2}+\ \left(R+P\right)\ tan\left(\frac{I}{2}\right)$
23
SPIRAL CURVE
Length of Throw
(P)
$P=\frac{X_c}{4\ }\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ P=\ \frac{{L_s}^2}{24\ R}$
24
IN VERTICAL CURVES ALWAYS CREATE FIGURE THOROUGHLY
and REFER TO IT FOR THE SIGN CONVENTION
IN VERTICAL CURVES ALWAYS CREATE FIGURE THOROUGHLY
and REFER TO IT FOR THE SIGN CONVENTION
25

SPIRAL CURVE
External Distance
$(E_s)$
$E_s=\frac{R+P}{cos\ \left(\frac{I}{2}\right)}-P $
26
Degree of Spiral Curve
at any point
$\frac{D}{D_C}=\ \frac{L}{L_S}$
27
Desirable Length of Spiral
$L_S=\ \frac{0.036\ v_{\left(kph\right)}^3}{\ R}$
28
Super Elevation Rate
$e\ =\ tan\ (\theta)$
$tan\ (\theta)\ =\ \frac{v_{\left(m/s\right)}^2}{g\ R_{(m)}}$
29
Maximum Velocity
in a road with super-elevation
$e+\ \mu\ =\ \frac{{v_{max}}^2}{g\ R}$
30
Minimum Velocity
in a road with super-elevation
$e-\ \mu\ =\ \frac{{v_{min}}^2}{g\ R}$
31
Rate of Change in
Centripetal Acceleration
$q_{(m/s^2)}=\ \frac{v_{\left(m/s\right)}^3}{\left(R\ L_S\right)_{(m)}} $
32
Symmetrical Vertical Curve

CONCEPT
33
Symmetrical Vertical Curve

Elevation of PI relative
to the Curve (Road)
$H=\ \frac{L}{8}\left(\ \left|g_1\right|+\left|g_2\right|\ \right)$
34
Unsymmetrical Vertical Curve

Elevation of PI relative
to the Curve (Road)
$H=\ \frac{\left(\left|g_1\right|+\left|g_2\right|\right)\ L_1\ L_2}{{2\ L}_T}$
$H=\ \frac{\ L_1\ }{2}\ \left(\left|g_1\right|+\left|g_3\right|\right)$
35
Unsymmetrical Vertical Curve

Elevation of own PI relative
to the Curve (Road)
$h_1=h_2=\ \frac{\ H\ }{4}$
36
Unsymmetrical Vertical Curve

Slope of Common Tangent;
g3
$g_3=g_1-\ \frac{\ 2H\ }{L_1}$
$g_3=\ \frac{\ g_1\ L_1\ +\ g_2\ L_2\ }{L_T}$
37
Unsymmetrical Vertical Curve

Locating the summit/ trough
$If\ \ \ \left(g_1\ L_{1\ }\right)\ >\ 2H,\ \ therefore\ ...$
$S_2=\ \frac{\ g_2\ \left(L_2\right)^2\ }{2H}$
$S_1=L_T-{\ S}_2$
38
Unsymmetrical Vertical Curve

Locating the summit/ trough
$If\ \ \ \left(g_1\ L_{1\ }\right)\ <\ 2H,\ \ therefore\ ...$
$S_1=\ \frac{\ g_1\ \left(L_1\right)^2\ }{2H}$
$S_2=L_T-{\ S}_1$
39
Earthworks

Cross Sectional Cut
40
Earthworks

Cross Sectional Fill
41
Earthworks

Cross Sectional Cut and Fill
42
Earthworks

Volume by End-Area Method
$({\ V}_e)
${\ V}_e\ =\ \frac{L}{2}\left({\ A}_1+{\ A}_2\right)\ $
43
Earthworks

Volume by Prismoid Formula
$({\ V}_p)$
${\ V}_p\ =\ \frac{L}{6}\left({\ A}_1+{\ 4A}_m+{\ A}_2\right)\ $
44
Earthworks

Prismoid Correction
$({\ C}_p)$
${\ {{\ C}_p=\ V}_e\ -V}_p$
$C_p=\ \frac{L}{12}\ \left(c_1-c_2\right)\left(d_1-d_2\right)$
45
Earthworks

Volume by Truncated Prism
$V\ =\ A\left[\frac{1\ \left(\sum{\ h}_1\right)+\ 2\ \left(\sum{\ h}_2\right)+3\ \left(\sum{\ h}_3\right)\ +4\ \left(\sum{\ h}_4\right)}{4}\ \right]\ $
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