SUR 4201 Route Geometrics Final Exam Review The final exam will completely based on the Bearss Ave. project and plan set as posted on the course website. You need to know these plans very well. Review my two lectures where I reviewed the plans. A typical

SUR 4201
Route Geometrics
SR25 CASE
Situation: State Road 25 has specified Horizontal, Vertical and Cross Section geometry
as follows:
A. Horizontal Specifications:
1. The first baseline tangent is to start at station 10+00.00 and at Cartesian coordinates

SUR 4201
Route Geometrics
SR25 CASE
Situation: State Road 25 has specified Horizontal, Vertical and Cross Section geometry
as follows:
A. Horizontal Specifications:
1. The first baseline tangent is to start at station 10+00.00 and at Cartesian coordinates

Route Lecture 2
Development of Geometric Design Standards
1. History of Standards Development
a. IN what decade were geometric design standards first needed? When did it
become an issue?
a.i. Pre 1910s no standard, no cars just horseback, horse drawn bugg

SUR 4201
HW2D
Horizontal Baseline Design
Assignment: Now we are to design a route baseline starting at the BP point and ending at the EP point. Here are
the project requirements:
1. The first route tangent must be on the extension of the incoming pavement

SUR 4201
HW2B
Horizontal Baseline Design
Assignment: Now we are to design a route baseline starting at the BP point and ending at the EP point. Here are
the project requirements:
1. The first route tangent must be on the extension of the incoming pavement

Review of Midterm Quiz 2 Content - Like midterm Quiz 1, this quiz will be 20 questions with about 6 or 7 questions from each topic. Questions: 6 or 7 questions - Spirals, half conceptual/theory, half computation. All will be in the SR 25 context. 6 or 7 q

SUR 4201 Route Geometrics
Exam 1 Review
1. Which of the following elements are most important in highway route design?
1 Land Ownership
2 Safety
3 Profile Grade
4 R/W Width
5 Drainage
6 Curve Length
A. 1 & 4
B. 2 & 5
C. 3 & 6
D. 4 & 5
2. What is the value

1.
OnSR25,theazimuth
OnSR25,theazimuthoftravelfromtheendprojectpointtoPI2ismostnearly:
Value
CorrectAnswer
Feedback
A. 45
0%
B. 135
0%
C.255
100%
D. 315
Student
0%
Response
General
TheforwardAzis75degrees,thereforethebackazimuthis75+180=255.
Feedback:
Sco

SUR 4201
Route Geometrics
Final Exam Review
The final will cover: about 15 M/C questions on Quiz 1 topics: about 15 M/C questions
on Quiz 2 Topics; about 15 M/C questions on Quiz 3 (New stuff) Topics: Total 100
possible points.
Quiz 1:
Traverse calculatio

Question 1 of 5 Score: 0 (of possible 1 point)
If S = V^2/(30f) and f = 0.348, what is the stopping distance for a design speed of 45 mph?
A.194 ft
B. 257 ft
C. 359 ft
D.726 ft
Answer Key: C
Question 2 of 5 Score: 0 (of possible 1 point)
Major car congest

Excel files
1. On the plan view you see curve 3 to the left, and curve 4 to the right. Two intersections
Cozumel Dr to the north and Lake Magdalene Blvd South
2. The horizontal baseline shown solid with ticks marks, station values, listed at the top. The

Asthepresolutiondesigngetsmoreandmoregradual(lowerD),thelimitingconditionoccurswhere?
A. atthebeginproject
Atstation30onthepresolution,theleftslopelimitpointislocatedhowfarfromthebaselinemostnearly?
B. 28
Foraparabolay=ax^2+bx+c,theslopeatanypointxis:
A.

PREVIOUS FINAL EXAM QUESTIONS
Q1 Stuff
HW1 Typical Questions
The azimuth of the line from the PI of CURVE 3 back to
Station 160 is most nearly:
@ AZ PI3-PI4 = 54 deg, DELTA3=-36, AZin=AZout-Delta
= 90, Reverse = 90+180=270, actual value 270.55 deg.
*a. 27

1.
IfdriveronCozumel
IfadriveronCozumelDr.stopsatastopsignwhenapproachingBearss,theISD(intersectionsight
distance)requiredforasafeleftturnonBearssismostnearly:
Value
CorrectAnswer
Feedback
A. 300ft
0%
B. 350
0%
C. 400
0%
D. 450
Student
100%
Response
Gene

1.
Theazimuthofthel
TheazimuthoftheleavingtangentofCurve4ismostnearly:
Value
A. 87d30m
100%
B. 88d30m
0%
C. 89d30m
0%
D. 90d30m
Student
0%
Response
CorrectAnswer
Feedback
General
Answer:Azimuthin=54d28m08s,DELTA4=+33,Azout=Azin+DELTA,Azout=
Feedback: 87d

View Attempt 1 of 1
Title:
FinalNew1
Started:
December 15, 2008 7:55 PM
Submitted: December 15, 2008 8:19 PM
Time spent: 00:24:07
Total score: 12/15 = 80% Total score adjusted by 0.0 Maximum possible score: 15
1.
The AASHTO stopping 4
The AASHTO stopping

View Attempt 1 of 1
Title:
FinalQ2 1
Started:
December 15, 2008 8:20 PM
Submitted: December 15, 2008 8:52 PM
Time spent: 00:31:43
Total score: 5/15 = 33.3333% Total score adjusted by 0.0 Maximum possible score: 15
1.
Designers wish to in
Designers wish to

SUR4201 Fall 2015
Homework 4 Cross Sections and Volumes
Due: 11:00 PM Thursday, October 22, 2015
Worth up to 5 bonus points added to your total course points.
Given the following standard section design specifications, cross section survey data, and
finis

View Attempt 1 of 1
Title:
FinalQ1 1
Started:
December 15, 2008 7:00 PM
Submitted: December 15, 2008 7:54 PM
Time spent: 00:54:17
Total score: 9/15 = 60% Total score adjusted by 0.0 Maximum possible score: 15
1.
The azimuth of the l
The azimuth of the lin

1.
OnHW5someonewish
OnHW5,someonewishestochangethelengthofspiralto400ftandcurveradiusof2000ft.The
spiralangleindegreesthatmatchesthesevaluesismostnearly?
Value
CorrectAnswer
Feedback
A. 4.5
0%
B.5.5
Student
100%
Response
C. 6.5
0%
D. 7.5
0%
General
DELTA

SUR4201 Fall 2015
Homework 1 Compass Rule Adjustment
Due: 5:00PM Wednesday, September 16, 2015
Worth up to 5 bonus points added to your total course points.
Perform a compass rule adjustment using the data given with the diagram below. In addition
to comp

Route Geometrics Design
SUR 4201 (3 credits) Fall, 2015
Catalog Course Description: The geometric design of transportation systems, computer applications
and a comprehensive design project. Spiral curves, super-elevation theory and earthwork analysis are

HW#2B
Route
Solution
Corridor
(From
HW1)
Pvt(HW2
B)
N
E
10000
10034.71
9886.766
9681.957
9597.417
10000
Design
Tangents
TTLin
AZin
Delta
AZout
BP
EP
N
E
10000
10196.98
1
10514.22
1
10657.63
9
10476.39
7
10000
Beg.Proj
PI1
10000
9900
PI last
225.00
90.00
4

SUR4201 Fall 2014
Homework 6 Superelevation Transition
Due: 11:00 PM Tuesday, November 10, 2015
Worth up to 5 bonus points added to your total course points.
Given: V = 65 mph, Two 12 lanes no median, Crown slope = 2.0%, full superelevation, e =
0.095. (B

SUR 4201
Route Geometrics
Final Exam Review
The final exam will completely based on the Bearss Ave. project and plan set as posted
on the course website. You need to know these plans very well. Review my two lectures
where I reviewed the plans. A typical