A car is traveling up a 1.25% grade of a crest curve with a design speed of 65 mph. The descending grade is -2.75%. What is the required length of curve for minimum proper stopping sight distance?
A car is traveling up a 1.25% grade of a crest curve with a design speed of 65 mph. The descending grade is -2.75%. What is the required length of curve for minimum proper stopping sight distance?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![A car is traveling up a 1.25% grade of a crest
curve with a design speed of 65 mph. The
descending grade is -2.75%. What is the
required length of curve for minimum proper
stopping sight distance?
AASHTO Minimum Stopping Sight Distances on Level Roadways (based on braking distance)
stopping sight distance
design speed
(mph)
braking distance
on level
(ft)
design
(ft)
(m)
brake reaction distance
calculated
(km/h)
(ft)
(m)
(m)
(ft)
(m)
(20)
(30)
(40)
(50)
(60)
(70)
(80)
(90)
(100)
(110)
(120)
(130)
(13.9)
(20.9)
(27.8)
(34.8)
(41.7)
(48.7)
(55.6)
(62.6)
(69.5)
(76.5)
(83.4)
(90.4)
(4.6)
(10.3)
(18.4)
(28.7)
(41.3)
(56.2)
(73.4)
(92.9)
(114.7)
(138.8)
(165.2)
(193.8)
(18.5)
(31.2)
(46.2)
(63.5)
(83.0)
(104.9)
(129.0)
(155.5)
(184.2)
(215.3)
(248.6)
(284.2)
(20)
(35)
(50)
(65)
(85)
(105)
(130)
(160)
(185)
(220)
(250)
(285)
15
55.1
21.6
76.7
80
20
73.5
38.4
111.9
115
25
91.9
60.0
151.9
155
30
110.3
86.4
196.7
200
35
128.6
117.6
246.2
250
40
147.0
153.6
300.6
305
359.8
423.8
45
165.4
194.4
360
50
183.8
240.0
425
55
202.1
290.3
492.4
495
60
220.5
345.5
566.0
570
65
238.9
405.5
644.4
645
470.3
539.9
70
257.3
727.6
730
75
275.6
815.5
820
80
294.0
614.3
908.3
910](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F559e96ca-ad28-4ed3-8d29-92129797332c%2Fd5dc1f0e-4529-4d6c-8927-20bc833465ed%2Ff4tk3tl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A car is traveling up a 1.25% grade of a crest
curve with a design speed of 65 mph. The
descending grade is -2.75%. What is the
required length of curve for minimum proper
stopping sight distance?
AASHTO Minimum Stopping Sight Distances on Level Roadways (based on braking distance)
stopping sight distance
design speed
(mph)
braking distance
on level
(ft)
design
(ft)
(m)
brake reaction distance
calculated
(km/h)
(ft)
(m)
(m)
(ft)
(m)
(20)
(30)
(40)
(50)
(60)
(70)
(80)
(90)
(100)
(110)
(120)
(130)
(13.9)
(20.9)
(27.8)
(34.8)
(41.7)
(48.7)
(55.6)
(62.6)
(69.5)
(76.5)
(83.4)
(90.4)
(4.6)
(10.3)
(18.4)
(28.7)
(41.3)
(56.2)
(73.4)
(92.9)
(114.7)
(138.8)
(165.2)
(193.8)
(18.5)
(31.2)
(46.2)
(63.5)
(83.0)
(104.9)
(129.0)
(155.5)
(184.2)
(215.3)
(248.6)
(284.2)
(20)
(35)
(50)
(65)
(85)
(105)
(130)
(160)
(185)
(220)
(250)
(285)
15
55.1
21.6
76.7
80
20
73.5
38.4
111.9
115
25
91.9
60.0
151.9
155
30
110.3
86.4
196.7
200
35
128.6
117.6
246.2
250
40
147.0
153.6
300.6
305
359.8
423.8
45
165.4
194.4
360
50
183.8
240.0
425
55
202.1
290.3
492.4
495
60
220.5
345.5
566.0
570
65
238.9
405.5
644.4
645
470.3
539.9
70
257.3
727.6
730
75
275.6
815.5
820
80
294.0
614.3
908.3
910
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