7. From the Crest Vertical Curve Chart (attached) determine the Length of the Vertical Curve for a curve having a difference in grade of 5% and a design speed for this roadway of 60 mph. Vertical Curve =

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter15: Geometric Design Of Highway Facilities
Section: Chapter Questions
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7. From the Crest Vertical Curve Chart (attached) determine the Length of the Vertical
Curve for a curve having a difference in grade of 5% and a design speed for this roadway
of 60 mph.
Vertical Curve
Transcribed Image Text:7. From the Crest Vertical Curve Chart (attached) determine the Length of the Vertical Curve for a curve having a difference in grade of 5% and a design speed for this roadway of 60 mph. Vertical Curve
HEIGHT OF EYE 3.75 FEET
HEIGHT OF OBJECT 0.50 FEET
L= CURVE LENGTH IN FEET-
A= ALGEBRAIC GRADE DIFFERENCE ( %)
S= SIGHT DISTANCE (FT.)
V= DESIGN SPEED ( M.PH.)FOR 's'
DESIGN SPEED SIGHT DISTANCE
(M.P.H.)
30
40
50
60
65
70
(FEET)
200
275
350
475
550
600
WHEN S>L
L- 2s- 398
AS?
1398
WHEN S <L
75
675
80
750
S. 400
S+475
S500
Ves0 MPH
5600
S. 700
S750
S800
V•70 MPH.
S+900
200
400
400
100
1200
1400
LENGTH OF VERTICAL CURVE - FEET
2000
2200
2400
2600
2800
3000
STOPPING SIGHT DISTANCE, CREST VERTICAL CURVES
Plate 2.5-02
ALGEBRAIC DIFFERENCE IN GRADES - PER CENT
V.30M PH S 200
V• 40 MRM
Transcribed Image Text:HEIGHT OF EYE 3.75 FEET HEIGHT OF OBJECT 0.50 FEET L= CURVE LENGTH IN FEET- A= ALGEBRAIC GRADE DIFFERENCE ( %) S= SIGHT DISTANCE (FT.) V= DESIGN SPEED ( M.PH.)FOR 's' DESIGN SPEED SIGHT DISTANCE (M.P.H.) 30 40 50 60 65 70 (FEET) 200 275 350 475 550 600 WHEN S>L L- 2s- 398 AS? 1398 WHEN S <L 75 675 80 750 S. 400 S+475 S500 Ves0 MPH 5600 S. 700 S750 S800 V•70 MPH. S+900 200 400 400 100 1200 1400 LENGTH OF VERTICAL CURVE - FEET 2000 2200 2400 2600 2800 3000 STOPPING SIGHT DISTANCE, CREST VERTICAL CURVES Plate 2.5-02 ALGEBRAIC DIFFERENCE IN GRADES - PER CENT V.30M PH S 200 V• 40 MRM
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