CE 3500 Transportation Engineering Horizontal curve concepts March
- Slides: 33
CE 3500 Transportation Engineering Horizontal curve concepts March 28, 2011
ANNOUNCEMENTS
Homework 4 due next Wednesday Wyo. SUITE forms No class Wednesday.
EVALUATION RESULTS
Pace: Slow: 1 OK: 23 Fast: 2
Most unclear concept: Signal design was the clear winner here. Recommendation: take a close look at the solutions to Homework 3
Most helpful things: Examples in class Things I can do better/other comments: Even more examples Even more homework Powerpoints can be ambiguous Notation for grade: %G vs G Funnier examples in class Review before next exam
REVIEW
The shape of a vertical curve is usually parabolic. Why? PVI A = – 8 G 2= -5 G 1= +3 L PVC PVT
Design a vertical curve that can be safely traversed at 70 mi/hr, assuming 2. 5 s reaction time and coefficient of braking friction 0. 348 G 1= -2 G 2= +4 PVI: 345+10 Elevation 7250 ft
Coefficient of friction is 0. 348; only one direction of travel from left to right. What is maximum safe speed? G 2= -3 G 1= +5 500 ft
Step 1: Find SSD from curve length: SSD < SSD > L: L: G 2= -3 G 1= +5 500 ft
HORIZONTAL CURVE CONCEPTS
Now switching to an overhead view. . . what shape should a horizontal curve have?
Now switching to an overhead view. . . what shape should a horizontal curve have?
Point of intersection Point of tangenc Point of curvature
PI PT PC Intersectio n angle Radius of curvature
D Tan gen t len gth PI PC D/2 PT h t g en l d or Ch D R
PI External distance D Middle ordinate PT T PC D/2 C D R
PI D E T PC D/2 PT M C D R
Another question: what angle is swept out by 100 ft of roadway? This is the degree of curve D 100 ft R D
In radians In degrees 100 ft R D
Assorted formulae PI T D/2 PC D E M PT C D R Curve length
How do we describe a horizontal curve? At PC, PT, and every whole station in between: provide deflection angle and chord length PT PC Deflection angle is measured from the initial tangent
How do we describe a horizontal curve? At PC, PT, and every whole station in between: provide deflection angle and chord length PT PC The chord is measured from the last whole station (or PC for the first point)
EXAMPLE
Given a 4 -degree curve with an intersection angle 55° 25' with PC at station 238+44. 75. . . what is the length of curve, the station of PT, and the deflection and chord lengths?
Assorted formulae PI T D/2 PC D E M PT C D R Curve length
Curve length: use and R = 1432 ft and L = 1385 ft PI T D/2 PC D E M PT C D R
To find deflection angles and chord lengths, apply the formulas to a segment of the curve: PT D/2 PC R D
In this example, PC is at 238+44. 75, so the distance to the next whole station is 55. 25 ft. Using L = 55. 25 gives D = 2. 21° and PT D/2 PC R D The deflection is half of this, or 1° 6'18"
Using the chord formula: PT D/2 PC R D
Final answer: Station 238+44. 75 239+00 240+00. . . 252+00 252+30. 17 Deflection angle 0 1° 6'18" 3° 6'18". . . 27° 6'18" 27° 42'30" Chord length (ft) 0 55. 25 99. 98. . . 99. 98 30. 17
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