PRIN.OF HIGHWAY ENGINEERING&TRAFFIC ANA.
7th Edition
ISBN: 9781119610526
Author: Mannering
Publisher: WILEY
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Question
Chapter 7, Problem 55P
To determine
The traffic volume that can be added to the southbound approach before
The added volume of Southbound approach is
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A new freeway ramp meter will be
installed on the Medina onramp to
westbound SR 520. There is 70 ft
from the ramp meter stop line back
to the nearest intersection, and
each stopped vehicle takes up an
average of 20 ft. The desired meter
rate is one vehicle every 10 seconds,
while the arrival rate averages one
vehicle arrival every 11 seconds.
What is the average queue length?
55ft
O 4.5 ft
100ft
90ft
Determine minimum cycle length and LOS of North bound approach for
the intersection shown below. Given, Phase l: All EB movements; Phase
I1: All WB movements; and Phase IlI: All NB movements. Traffic volumes
given in figure are in veh/hr. Assume saturation flow rates as follows,
EBT/R 1590 veh/hr, WBL- 1580 veh/hr, WBT 1670 veh/hr, NBR -
1660 veh/hr and NBL - 1580 veh/hr. The intersection is isolated and
pre-timed. Use lost time per phase as 5 seconds. Use appropriate
recommendations where ever needed.
300
Eir
36 ft
330
285
LT RI
305
250
110
PHF 0.90
Target v/e ratio 0.90
Moderate pedestrian activity
(in xwalks only)
Speed limit 30 mi/h
(all approaches)
Crosswalk width
15 ft
24 ft24 ft
10 ft
3. An intersection approach has two lane groups: left-turn lane group, and through/right-turn lane
group. The control delay is 37 seconds/vehicle for the left-turn lane group, and 27
seconds/vehicle for the through/right-turn lane group. The analysis flow rate is 97
vehicles/hour for the left-turn lane group, and 450 vehicles/hour for the through/right-turn lane
group. Calculate the approach control delay and write the corresponding level of service (LOS)
for the approach in the box below.
Chapter 7 Solutions
PRIN.OF HIGHWAY ENGINEERING&TRAFFIC ANA.
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