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Problem 2: Reitz Union Drive Intersection Improvement Strategies

We can set up this analysis by using the data from Problem 1 to analyze the actuated signal control of the improved intersection with projected traffic in a standard HCM application using the procedures in Chapter 16 for Signalized Intersections. The operational analysis of a signalized intersection under actuated control requires the following typical data:

  • peak-hour turning movement volumes and peak-hour factors

  • pedestrian and bicycle flow rates

  • pedestrian walking speed, travel distance, and crosswalk width

  • lane numbers, widths, and usage

  • queue spacing and storage signal phasing, timing, and clearance data

  • number of approach grades, heavy vehicles, parking, and bus stop influence

The critical data for this analysis are shown in the following table:

Museum Road at Reitz Union Drive

 

EB

WB

SB

L

T

R

L

T

R

L

T

R

Lanes

1

1

-

-

1

S

1

-

2

Widths

12

12

-

-

12

-

12

-

12

Storage

250

500

-

-

500

-

150

 

150

Volumes

379

670

-

-

597

178

204

0

484

Peds

 

 

 

Flow

Speed

Dist

 

 

 

WB Only

-

-

-

500

4

40

-

-

-

 

Intersection Phasing

Phase 1 

Phase 2

G = 70 sec  

G = 40 sec

Y = 4 sec 

Y = 4 sec

R = 1 sec 

R = 1 sec

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