PE Exam Transportation

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Equations/References/Topics that are important to understand before taking PE Exam

Last updated 2:33 AM on 7/8/26
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12 Terms

1
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Minimum Radius for Horizontal Curve

(Horizontal & Vertical Design)

Greenbook Chapter 3 Equation 3-8

(Horizontal & Vertical Design)

<p>Greenbook Chapter 3 Equation 3-8</p><p></p><p>(Horizontal &amp; Vertical Design)</p>
2
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Where can you find Stopping Sight Distance on Grades?

(Horizontal & Vertical Design)

Greenbook Table 3-2

<p>Greenbook Table 3-2</p>
3
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What is the Equation for Stopping Sight Distance on Level Roadways?

(Horizontal & Vertical Design)

Deceleration rate is 11.2 ft/s² (Equation 3-2 Greenbook)

<p>Deceleration rate is 11.2 ft/s² (Equation 3-2 Greenbook) </p>
4
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Where can you Find Sight distance based on Horizontal Sight Offset (HSO)?

(Horizontal & Vertical Design)

Greenbook Equation (3-37)

*NOTE: Radius & HSO are Determined off of Centerline of INSIDE lane not Centerline of roadway

<p>Greenbook Equation (3-37)</p><p>*NOTE: Radius &amp; HSO are Determined off of Centerline of INSIDE lane not Centerline of roadway</p>
5
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How can you Solve for Required length of Vertical Curve that Passes Under an Obstruction?

(Horizontal & Vertical Design)

Need elevations of E/F/G and distance of Obstruction from PVI

<p>Need elevations of E/F/G and distance of Obstruction from PVI</p>
6
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Total Float

(Project Management)

Amount of Time a Task can be Delayed Without Delaying the Entire Project Completion

<p>Amount of Time a Task can be Delayed Without Delaying the Entire Project Completion</p>
7
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Free Float

(Project Management)

Amount of Time a Task can be Delayed Without Delaying the Start of the Successor

<p>Amount of Time a Task can be Delayed Without Delaying the Start of the Successor </p>
8
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What is the Format for Solving a Benefits/Cost Ratio Problem

(Engineering Economics)

Present Worth Before Implementation

Present Worth After Implementation

Benefit will be the Difference of the PW

Cost is the cost of the Implementation Plus any other Factors

9
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What is the Average End Area Equation

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10
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How can you Estimate Base Free Flow Speed ( BFFS)

(Traffic Engineering)

BFFS = Speed Limit + 5 mph

11
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What is the Flowrate equation for Freeway and Multilane Highway?

(Traffic Engineering)

HCM Equation 12-9

<p>HCM Equation 12-9 </p>
12
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What is a Dilemma Zone?

(Traffic Engineering)

A zone where a driver can neither being their vehicle to a stop safely nor go through a signalized intersection