p.e. civil exam review: geometric designgeometric · pdf filep.e. civil exam review: geometric...
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Horizontal CurvesHorizontal Curves
Slide 2
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Back tangentForward tangent
TT
Slide 3
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Back tangentForward tangent
TT
P.C. or T.C. P.T.
Slide 4
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P.I. I = intersection angle
E
Back tangentForward tangent
E
L = curve length TT
M M
P.C. or T.C.
R R
LC = long chord
P.T.
R R
Slide 5
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Horizontal Curves:
EQUATIONS
Slide 6
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P.I.
E
Back tangentForward tangent
I = intersection angle
E
L = curve length
E
TT
P.C. or T.C.
LC = long chord
M
P.T.
M
R R
LC long chord
Degree of curvature (D), chord basis:
R
150
Slide 7
D
21sin
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P.I.
E
Back tangentForward tangent
I = intersection angle
E
L = curve length
E
TT
P.C. or T.C.
LC = long chord
M
P.T.
M
R R
LC long chord
Curve Equations: arc basis
R 58.5729
Slide 8
DR
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P.I.
E
Back tangentForward tangent
I = intersection angle
E
L = curve length
E
TT
P.C. or T.C.
LC = long chord
M
P.T.
M
R R
LC long chord
Degree of curvature (D), arc basis:
360
100360R 58.5729
Slide 9
1003602
DR →
2100360
DR →
DR 58.5729
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P.I.
E
Back tangentForward tangent
I = intersection angle
E
L = curve length
E
TT
P.C. or T.C.
LC = long chord
M
P.T.
M
R R
LC long chord
Curve Equations:
IRT 1t
Slide 10
IRT
2tan
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P.I.
E
Back tangentForward tangent
I = intersection angle
E
L = curve length
E
TT
P.C. or T.C.LC = long chord
M
P.T.
M
R R
Curve Equations:
IRLC 1i2
Slide 11
IRLC
2sin2
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P.I.
E
Back tangentForward tangent
I = intersection angle
E
L = curve length
E
TT
P.C. or T.C.
LC = long chord
M
P.T.
M
R R
LC long chord
Curve Equations:
I
I
11RE
Slide 12
1
2sec IRE
4tan ITE
1
2cos IRE
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P.I.
E
Back tangentForward tangent
I = intersection angle
E
L = curve length
E
TT
P.C. or T.C.
LC = long chord
M
P.T.
M
R R
LC long chord
Curve Equations:
1 IRM
Slide 13
2cos1RM
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P.I.
E
Back tangentForward tangent
I = intersection angle
E
L = curve length
E
TT
P.C. or T.C.
LC = long chord
M
P.T.
M
R R
LC long chord
Curve Equations:
IL 100
Slide 14
DL
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Horizontal Curves Equations
DR 58.5729
DIL 100
R
150
IRLC 1sin2
D
D
21sin
IRLC2
sin2
ITE
4tan ITE
2cos1 IRM
IRT
21tan
1cos
1IRE
Slide 15
2
2cos
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Degree of curvature chord basis The degree of curvature is defined as theDegree of curvature, chord basis. The degree of curvature is defined as the central angle subtended by a chord of 100 ft.
100 ft
50 ft 50 ft
DR R
D/2 D/2
R = 50 / sin(1/2 D)
Slide 16
( )
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Degree of curvature arc basis The degree of curvature is defined as theDegree of curvature, arc basis. The degree of curvature is defined as the central angle of a circle which will subtend an arc of 100 ft.
100 ft
DDR R
R = (360/D)(100/2π) = 5729.8 / D
Slide 17
( )( )
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Example of a sharp curve vs a flat curveExample of a sharp curve vs. a flat curve.
100 ft
100 ft
DDR R DR R
A sharp curve has a small Dand a large R.
A flat curve has a large D and a small R.
Slide 18
and a large R. a small R.
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EXAMPLE PROBLEM 1:The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is g800 ft.
Slide 19
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EXAMPLE PROBLEM:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
N
50°
N
EW
Slide 20S
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EXAMPLE PROBLEM:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
N
50°
N
EW
35°S
N
50°
35°
EW
Slide 21
35
S
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EXAMPLE PROBLEM:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
I = 95°
35° 50°
P.I.
50°
35°
Slide 22
35
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EXAMPLE PROBLEM 1:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
(a) What is the length of the curve?
(b) What is the station of the PC?
(c) What is the station of the PT?
(d) What is the interior angle at the PI?(d) What is the interior angle at the PI?
(e) What is the tangent distance from the PI to the PC?
(f) What is the long chord distance?(f) What is the long chord distance?
(g) What is the external distance?
(h) What is the degree of the curve (arc basis)?
(i) What is the degree of the curve (chord basis)?
Slide 23
(j) What is the chord length of a 100-ft arc (arc basis)?
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EXAMPLE PROBLEM 1:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
I = 95°
35° 50°
DR 58.5729 →
P.I.
80058.5729
D →
162.7D
50°
35°
Slide 24
35
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EXAMPLE PROBLEM 1:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
(a) What is the length of the curve?
DIL 100
→ 162.795100
L → ftL 44.1326
(b) What is the station of the PC?(b) What is the station of the PC?
tan IRT f
2
tanRT 5.47tan800T ftT 05.873
057380037 PC stationPC 2728 →
Slide 25
05.7380037 PC stationPC 2728 →
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EXAMPLE PROBLEM 1:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
(c) What is the station of the PT?
stationPC 2728
ftL 441326
44.26132728 PT → stationPT 44.5341
ftL 44.1326
Slide 26
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EXAMPLE PROBLEM:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
(d) What is the interior angle at the PI?
I = 95°
35° 50° 8595180
P.I.
50°
35°
Slide 27
35
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EXAMPLE PROBLEM 1:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
(e) What is the tangent distance from the PI to the PC?
2tan IRT → ftT 05.873
(f) What is the long chord distance?
295sin)800(2
2sin2 IRLC ftLC 1179→
Slide 28
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EXAMPLE PROBLEM 1:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
(g) What is the external distance?
→ ftE 384
1
295sec8001
2sec IRLC
ftITE 3844
tan
f
4
ftIRE 3841
2cos
1
Slide 29
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EXAMPLE PROBLEM 1:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
(h) What is the degree of the curve (arc basis)?
80058.572958.5729
R
D → 16.7D
(i) What is the degree of the curve (chord basis)?
D
R
21sin
50
80050
21sin
D 06.0sin2 1D
2
167D
Slide 30
16.7D
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EXAMPLE PROBLEM 1:Th b i f t t t t d b h i t l i l N50°E d S35°E The bearings of two tangents connected by a horizontal circular curve are N50°E and S35°E, respectively. The tangents intersect at station 37+00. The curve radius is 800 ft.
(j) What is the chord length of a 100-ft arc (arc basis)?
216.7sin8002
2sin2 DRlengthchord → ftlengthchord 100
Slide 31
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Example Problem 2
• Convert the following angle to degreesConvert the following angle to degrees
39deg 41min 54sec39deg 41min 54sec
Solving:g54/60 = 0.9 min
41 9/60 0 69 d41.9/60=0.69 deg
Answer = 39.69 degrees
Slide 32
g
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Example Problem 3
• Express the following angle in terms ofExpress the following angle in terms of degrees, minutes, and seconds
91.74 degreesS l iSolving;0.74 (60) = 44.4 minutes0.4 (60) = 24.0 secondsAnswer: 91deg 44min 24sec
Slide 33
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EXAMPLE PROBLEM 4:The two tangents shown intersect 2000 ft beyond Station 10+00 The The two tangents shown intersect 2000 ft beyond Station 10+00. The
back tangent has a bearing of N 45°00’00” W and the forward tangent has a bearing of N15°00’00” E. The decision has been made to design a 3000 ft radius horizontal curve between the two tangents. 3000 ft radius horizontal curve between the two tangents.
(a)What is the central angle of the curve?
(b)Compute the tangent distance and length of curve.
(c)What is the station of the PC?
(d)What is the station of the PT?
(e)What is the degree of curvature of this curve using the arc definition?
Slide 34
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P.T.
I
I
P IP.I.R=3000’
P.C.
Slide 35
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EXAMPLE PROBLEM 4:1. What is the central angle for this curve?
(a) 32 degrees
(b) 65 degrees
(c) 45 degrees
(d)(d) 60 degrees
(e) 15 degrees
2. What is the tangent distance for this curve?
a) 1551.70 ftb) 1732.05 ftc) 1673.29 ftd) 2000.00 fte) 3000 00 ft
Slide 36
e) 3000.00 ft
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EXAMPLE PROBLEM 2:3) What is the length of this curve?
(a) 3000.00 ft
(b) 3190.60 ft
(c) 3141.60 ft
(d) 2000 00 ft(d) 2000.00 ft
(e) 1047.20 ft
4) What is the station of the PC?
a) 30 +00.00
b) 20+00.00
c) 17+32.05
d) 19+32.05
Slide 37
d) 19+32.05
e) 12+67.95
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EXAMPLE PROBLEM 4:
5) What is the station of the PT?
(a) 47+32.05
(b) 44+09.55
(c) 43+32.05
(d) 46+32 05(d) 46+32.05
(e) 42+09.55
6) What is the degree of curvature of this curve using the arc definition?
a) 60 degrees
b) 3.5 degrees
c) 2.9 degrees
Slide 38
d) 1.9 degrees
e) 3.9 degrees
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EXAMPLE PROBLEM 5:The long chord of a circular curve is 600 feet, the intersection angle is 110°. Find the radius. The forward tangent of this curve needs to be moved in 5 feet due to a right of way dispute. What radius curve would you specify to hold the B.C. at the same location as in the original curve?
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T
T’Stations →
I = 110°P.C.
600’C
110°R = ?
5’
P.T.
Slide 40
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EXAMPLE PROBLEM 5:The long chord of a circular curve is 600 feet. The intersection angle is 110 degrees. What is the radius of this curve? The forward tangent of this curve needs to be moved in 5 feet due to a right of way dispute this curve needs to be moved in 5 feet due to a right of way dispute. What radius curve would you specify to hold the PC at the same location as in original first curve.
We know: L.C. = 600 ft 2sin2 IRLC
Then ftR 23.36655sin2
6000
ftIRT 03.52355tan23.3662
tan 0
Slide 41
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EXAMPLE PROBLEM 5:
x070sin
5X
x
5’110
70
32.5X
71.51732.503.523 ftTnew
50.362428.1
71.51755tan
ftTR onew
curvenew
523.366 NOTisanswerthethatnotePlease
Slide 42
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EXAMPLE PROBLEM 5:
The alignment of a proposed highway was adjusted in order to avoid a critical obstacle. This was accomplished by moving the forward tangent 120 ft forward.
You are asked to find the radius of the new curve if it begins at the same location as the PC of the initial curvelocation as the PC of the initial curve.
You need to also determine the stations for PC and PT for the new curve alignment.
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P.I. Sta. 85+71.92
I = 65°120’
6° Curve
P.C.
Tangent moved forward
Original Tangent
Initial Curve
New P.T.
120’
Slide 44
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I 65°P.C.
P.I. Sta. 85+71.92
I = 65°120’
6° Curve
Initial Curve
Proposed new tangent
Original Tangent
120’
New P.T.
Slide 45
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x = ?
65°120’65°
Slide 46
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EXAMPLE PROBLEM 5:EXAMPLE PROBLEM 5:
TandRfindcurveoriginaltheFor :,
ftR
fg
93.95458.572958.5729
,
ftIRT
fD
36.608637.093.9542
tan
6
PC station for the original curve is:
(85 + 71.92) – ( 6 + 8.36) = 79 + 63.56
Slide 47
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x = ?
65°120’65°
fX 40132120 ftX 40.13265sin
1200
Slide 48
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EXAMPLE PROBLEM 5:EXAMPLE PROBLEM 5:
T new = 608.36 + 132.40 = 740.76 ft
ftT
R newnewcurve 76.1162
637.076.740
2/65tan 0
093.476116258.5729
newD76.1162
ftD
IL curvenew 10.131993465100100
0
0
Dnew 93.4
PT Station = Station PC + L
Slide 49
New PT Station = (79 + 63.56) + ( 13 + 19.10) = 92 + 82.66
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Vertical CurvesVertical Curves
Slide 50
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P.V.I.
Back tangentForward tangent
Slide 51
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P.V.I.
Back tangentForward tangent
P.V.C.
LC l h d
P.V.T.
LC = long chord
Slide 52
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T t ff tP.V.I.
Back tangentForward tangent
Tangent offsets
P.V.C.
LC l h d
B
C P.V.T.
LC = long chord
Slide 53
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PROPERTIES OF A PARABOLA:
Applied to Vertical Curve Analysis
Slide 54
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PROPERTIES OF A PARABOLA:1. The curve elevation at its midpoint is halfway from the elevation at the P.V.I. to the elevation at the midpoint of the long chord.
1 elevationPVTelevationPVCelevationPVIE
22
elevationPVIE
The curve lies midway between the point of intersection of the grade lines and the middle point
2
of the chord joining the BVC (beginning of vertical curve) and the EVC (end of vertical curve).
2. The tangent offsets vary as the square of the distance from the point of tangency
EY22 T
ExY
Slide 55
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PROPERTIES OF A PARABOLA:
8
21 LggE changegradeofrate
Lgg
r
12
8 L
Ey 22 Tx
EX in sta.
T in sta.
y
P.V.C.g1
g2
Slide 56
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The Algebraic Signs of “r”
Slide 57
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65Station at PVI
Example Problem 765
264.
20
Station at PVI
Elevation at PVI
GIVEN:
P.V.I.
2
B
g1=+4% g2=-3%
B
CC
Curve Length 800 ft
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61 62 63 64 65 66 67 68 69Stations 61 62 63 64 65 66 67 68 69Stations
P.V.I.
B
g1=+4% g2=-3%
B
CC
Slide 59
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61 62 63 64 65 66 67 68 69Stations 61 62 63 64 65 66 67 68 69
264.
20
Stations
Elevations on grade lines
P.V.I.
B
g1=+4% g2=-3%7.00
’
B
CC
Slide 60
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61 62 63 64 65 66 67 68 69Stations 61 62 63 64 65 66 67 68 69
248.
20
252.
20
256.
20
260.
20
264.
20
261.
20
258.
20
255.
20
252.
20
Stations
Elevations on grade lines
P.V.I.
B
g1=+4% g2=-3%
B
CC
Slide 61
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Calculations for example 7:
Elevation of PVI = 264.20 ft
Elevation of C = ½( 248 20+252 20) = 250 2 ftElevation of C = ½( 248.20+252.20) = 250.2 ft
Elevation of B = ½ ( 264.20+250.20) = 257.20 ft
78
8348
21
LggE88
74312
ggr rate of grade change88L
Slide 62
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T t ff tP.V.I.
Back tangentForward tangent
Tangent offsets
P.V.C.
LC l h d
B
C P.V.T.
LC = long chord
Slide 63
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The tangent offsets vary as the square of the distance from the point of tangency.
Ey22 T
Exy
EX in sta.
T in sta.
y
P.V.C.g1
g2
Slide 64
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61 62 63 64 65 66 67 68 69Stations 61 62 63 64 65 66 67 68 69
248.
20
252.
20
256.
20
260.
20
264.
20
261.
20
258.
20
255.
20
252.
20
Stations
Elevations on grade lines
P.V.I.
94’
3%22 T
Ey
B
3.
7.00
’ g2=-3%22 Tx
22 47
3
y
B
C 2
2
473y
C24
y = 3.94 tangent offset at station 64+00
Slide 65
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61 62 63 64 65 66 67 68 69Stations 61 62 63 64 65 66 67 68 69
248.
20
252.
20
256.
20
260.
20
264.
20
261.
20
258.
20
255.
20
252.
20
Stations
Elevations on grade lines
P.V.I.
94’
3% 75.172 2
2 y
B1.
75’
3.
7.00
’ g2=-3%
42y
B
CC
Slide 66
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61 62 63 64 65 66 67 68 69Stations 61 62 63 64 65 66 67 68 69
248.
20
252.
20
256.
20
260.
20
264.
20
261.
20
258.
20
255.
20
252.
20
Stations
Elevations on grade lines
P.V.I.
94’Tangent offset at station 62+00
B0.44
’ 1.75
’
3.
7.00
’
44.0471 2
2 y
B0
CC
Slide 67
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61 62 63 64 65 66 67 68 69Stations 61 62 63 64 65 66 67 68 69
248.
20
252.
20
256.
20
260.
20
264.
20
261.
20
258.
20
255.
20
252.
20
Stations
Elevations on grade lines
P.V.I.
94’
B0.44
’ 1.75
’
3.
7.00
’g1=+4% g2=-3%
B0
CC
Slide 68
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61 62 63 64 65 66 67 68 69Stations 61 62 63 64 65 66 67 68 69
248.
20
252.
20
256.
20
260.
20
264.
20
261.
20
258.
20
255.
20
252.
20
Stations
Elevations on grade lines
P.V.I.
94’
94’
B0.44
’
0.44
’1.75
’
1.75
’
3.3.
7.00
’g1=+4% g2=-3%
B0 0
CC
Slide 69
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61 62 63 64 65 66 67 68 69Stations 61 62 63 64 65 66 67 68 69
248.
20
252.
20
256.
20
260.
20
264.
20
261.
20
258.
20
255.
20
252.
20
Stations
Elevations on grade lines
P.V.I.
94’
94’
B0.44
’
0.44
’1.75
’
1.75
’
3.3.
7.00
’g1=+4% g2=-3%
B0 0
C
248.
20
251.
76
254.
45
256.
26
257.
20
257.
26
256.
45
254.
76
252.
20Elevations on curve
C
Slide 70
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Highest and Lowest Points on Vertical Curves:g
X is the distance between PVC and station of high or Low point
rgX 1
F h i l i l blFor the vertical curve in example problem 5:
87
84312
gLgr
PVCfromStationsrgX 57.4
87
41
ft3425700743.357030202642
Elevation at highest point Station 65+57 is equal to:
Slide 71
ft34.25700.74
5703.020.264 2
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Calculations for the Elevation at highest point onCalculations for the Elevation at highest point on the vertical curve which is at station 65+57:
Elevation of tangent line at station 65+57 is,264.20-(.03)(57)= 264.20-1.7 = 262.49 ft
• Offset at station 65+57 is calculated by 7 / [(4)(4)] = y / [(3.43)(3.43)]
• Offset at station 65+57 is y=5 147 ft• Offset at station 65+57 is y=5.147 ft
• Elevation at station 65+57 on the vertical curve is 262.49 – 5.147 which is equal to 257 34 ft
Slide 72
equal to 257.34 ft
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Vertical Curve Problem #8Vertical Curve Problem #8
BVCElevation574.97
Elevation 566 97
a
EVC
566.97
Elevation558.97
M
O
A
B
bc
d fe
Elevation550.97
C
VD E
F
484746 49 50 51 52 53 54
Slide 73
484746 49 50 51 52 53 54
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Vertical Curve Problem #8Vertical Curve Problem #8
BVCElevation574.97
Elevation 566 97
a
EVC
566.97
Elevation558.97
M
O
A
B
bc
d fe
Elevation550.97
C
VD E
F
484746 49 50 51 52 53 54
Slide 74
484746 49 50 51 52 53 54
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Vertical Curve Problem #8 S l iSolutions
• Station of BVC = 50 – 4 = station 46Station of BVC = 50 4 = station 46• Elevation of BVC = 550.97 + (4 x 6) =
574 97 ft574.97 ft
• Station of EVC = 50 + 4 = station 54• Elevation of EVC = 550.97 + (4 x 2) = ( )
558.97 ft
Slide 75
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Vertical Curve Problem #8 Solutions
• Elevation of middle point of chord =Elevation of middle point of chord = = 566.97 ft
• Offset to curve at intersection = = 8.00 ft
Slide 76
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Vertical Curve Problem #8 Solutions
• Offset at A and F = x 8 00 =0 50 ftOffset at A and F = x 8.00 =0.50 ft
Off t t B d E 8 00 2 00 ft• Offset at B and E = x 8.00 = 2.00 ft
• Offset at C and D = x 8.00 = 4.50 ft
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Vertical Curve Problem #8 Solutions
• Elevation of A = 574.97 – 6.00 = 568.97 ftElevation of A 574.97 6.00 568.97 ft • Elevation of B = 568.97 – 6.00 = 562.97 ft• Elevation of C = 562 97 6 00 = 556 97 ft• Elevation of C = 562.97 – 6.00 = 556.97 ft• Elevation of V = 556.97 – 6.00 = 550.97 ft
El ti f F 558 97 2 00 556 97 ft• Elevation of F = 558.97 – 2.00 = 556.97 ft• Elevation of E = 556.97 – 2.00 = 554.97 ft• Elevation of D = 554.97 – 2.00 = 552.97 ft• Elevation of V = 552.97 – 2.00 = 550.97 ft*
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– *checks!
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Vertical Curve Problem #8 Solutions
• Elevation of a = station 47= 568.97+ 0.50 = 569.47Elevation of a station 47 568.97 0.50 569.47 Elevation of b = station 48 = 562.97 + 2.00 = 564.97 Elevation of c = station 49 = 556.97 + 4.50 = 561.47 Elevation of o = station 50 = 550.97 + 8.00 = 558.97 Elevation of d = station 51 = 552.97 + 4.50 = 557.47 El ti f t ti 52 554 97 + 2 00 556 97Elevation of e = station 52 = 554.97 + 2.00 = 556.97 Elevation of f = station 53 = 556.97 + 0.50 = 557.47
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Vertical Curve Problem #8 Solutions
TANGENT OFFSET ELEVATIONSTATION TANGENT ELEVATION FROM
TANGENT
ELEVATION CURVE
BVC = 46 574.97 0 574.9747 +0 5047 568.97 +0.50 569.4748 562.97 +2.00 564.9749 556.97 +4.50 561.4750 550.97 +8.00 558.9751 552.97 +4.50 557.4752 554.97 +2.00 556.9753 556.97 +0.50 557.47
EVC = 54 558.97 0 558.97
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SIGHT DISTANCE:Minimum sight distance (s) where sight distance is less than the curve length (L) in Minimum sight distance (s), where sight distance is less than the curve length (L) in stations and the height of driver’s eye (h) is 3.5 ft to 3.75 ft above pavement.
21
2 8gg
Lhs
21 gg
If the calculated sight distance (s) is greater than the curve length (L) If the calculated sight distance (s) is greater than the curve length (L) then use the following equation:
21
42 gg
hLs
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EXAMPLE PROBLEM 9:Si ht di t l l ti f th ti l i bl 5Sight distance calculations for the vertical curve in problem 5:
ftL 800 %41 g %32 g fth 75.3
stationss 8554.5
3475.300.88
fts 54585 34 → fts 54.585
If the calculated sight distance (s) is greater than the curve length (L) then use the following equation:
21
42 gg
hLs
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EXAMPLE PROBLEM 10:EXAMPLE PROBLEM 10:
A proposed 2-lane highway has a vertical alignment that is +3% grade intersecting a 2% grade at station 26+00 at an+3% grade intersecting a –2% grade at station 26+00 at an elevation of 228.00. The proposed alignment must bridge over an existing railroad track which crosses the proposed alignment at station 28+50 The elevation of the railroadalignment at station 28+50. The elevation of the railroad track at the point of intersection is 195.00. The proposed highway alignment must have a vertical elevation difference of 26.0 ft at the point of intersection of the two alignment in p gorder to satisfy vertical clearance requirements.
You are to determine the longest length of vertical curve, rounded to the nearest 100 ft, that will fulfill these criteria. Determine the station of the high point on the vertical curve.
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00
26+0
0
El.
228.
0
8+50
g1=+3%
El. 22328
g2=-2%El. 221
clearance requirement = requirement = 26.0 ft.
El. 195.00
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EXAMPLE PROBLEM 10:EXAMPLE PROBLEM 10:
For vertical curve to go through a fixed point, use the following formula :
2
21214
2122
gg
offsetgg
offsetAgg
offsetAL
offset = 2 A = 2.5 g1-g2 = 5
L = 10.91 stations therefore use L= 1000 ft to maintain 26 ft minimum clearance
Station of high point
PVCfromStationsrgx 6
1032
31
Slide 85
10
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EXAMPLE PRBLEM 10:EXAMPLE PRBLEM 10:
L i f hi h i
Using design curve length L=1000 ft
Location of high point
PVCfromStationsrgx 632
31
r
10
Station at PVC = (26+00 )– (5+00) = 21+00 ( ) ( )
Station of high point = (21+00) + (6+00) = 27+00
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EXAMPLE PROBLEM 11EXAMPLE PROBLEM 11:The proposed highway is to cross another highway at right angles. The elevation of the proposed crossing has right angles. The elevation of the proposed crossing has been established and a minimum vertical clearance of 25 ft. will be required between the proposed highway and the existing highway.g g y
A. Determine the location and elevation of the low point on the existing vertical curve.
B. Determine the minimum station at which the crossing may be located.
C. Determine the maximum station at which the crossing may be located.
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fExisting Vert. Curve of other highway
Proposed Highway El. 777
25’
g1=-4%3%
82+0
0
94+0
0
g2=+3%
El. 736
V.P.I.
88+0
0
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EXAMPLE PROBLEM 11 :
Calculate Low point on existing vertical curve
EXAMPLE PROBLEM 11 :
PVCfromStationsrgx 8571.6
12)4(3
41
12
Station at low point = (82+00) + (6+85.71) = 88+85.71
Elevation of low point is calculated to be 746.28 ft
Proposed highway has an elevation of 777 ft and required clearance is 25 ft therefore there exists two locations on the curve withis 25 ft, therefore, there exists two locations on the curve with elevation of 777 – 25 = 752 ft
By trial and error, we need to find minimum and maximum station
Slide 89
where curve elevation is 752 ft
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Existing Vert. Curve Proposed Highway El. 777
25’ 25’
g1=-4%3%
P.V.
C. 8
2+00
.C.
94+0
0
Low point
g2=+3%
E.V.
El. 736
V.P.I.
P.I.
88+
00
Slide 90
V.P
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Trial and error for maximum station:
St ti T t ff t CStation Tangent elevation
offset Curve elevation
93+00 751.00 0.29 751.29
94+00 754.00 0.00 754.00
93+30 751.90 0.14 752.04
93+29 751.87 0.15 752.02
93+28 751 84 0 15 751 9993 28 751.84 0.15 751.99
93+28.5 751.855 0.15 752.00
Slide 91Maximum Station turns out to be 93+28.5
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Trial and error for minimum station:
St ti T t ff t CStation Tangent elevation
offset Curve elevation
84+00 752.00 1.17 753.17
85+00 748.00 2.62 750.62
84+50 750.00 1.82 751.82
84+40 750.40 1.68 752.08
84+42 750 32 1 71 752 0384 42 750.32 1.71 752.03
84+43 750.28 1.72 752.00
Slide 92Minimum Station turns out to be 84+43
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752
752
ag 46.2
8
46.5
P.V.
C. 8
2+00
.C.
94+0
0
El.
760
7 7Sa 7474
754
E.V.E
Sta.
?
a.?
I
El.
7
+00
Min
. S
Max
. St
a
Slide 93
88+
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References:
MCC k J k S i g F d t l P ti H ll 1983MCCormack, Jack, Surveying Fundamentals, Prentice Hall, 1983
Brinker, Russell, Wolf, Paul, Elementary Surveying, Sixth Edition, Harper and Row 1977Row, 1977
Slide 94
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Thank YouThank You.
Any Questions?
Good Luck !
Slide 95