Title: Traffic Impact Analysis
1Lecture 8
2General Steps in EIA Process
Formulate project
Identify potentially significant environmental
impacts
Evaluate impacts
Develop mitigation measures
Report / Revise
Decision
3Impact Identification vs. Impact Evaluation
- Impact Identification Phase
- Objective identify potentially significant
impacts for further analysis - Impact Analysis Phase
- Objectives
- evaluate magnitude and duration of all
potentially significant impacts in comparison to
thresholds of significance and - develop mitigation measures to reduce impacts
4Motorized Vehicle Traffic
- Problem new development adds motor vehicle
traffic to highway network - Potential effects
- Increased social costs
- Congestion longer commuting times
- Safety collisions with vehicles and pedestrians
- Increased environmental costs
- Emissions to atmosphere
- Higher ambient noise levels
5Typical Daily Traffic Pattern
6Traffic Impact Analysis
- Assess the effects of a developments traffic on
the transportation network in the community - Help evaluate whether the development is
appropriate for a site and what type of
transportation improvements may be necessary
7Uses of Traffic Impact Analysis
- Assist communities in land use decision making.
- Forecast additional traffic associated with new
development. - Determine necessary improvements to accommodate
development, including need for public transit. - Assist in allocating scarce resources to areas
which need improvements. - Help to ensure safe and reasonable traffic
conditions on streets after the development is
complete. - Protect the substantial community investment in
the street system.
8Basic Definitions
- Trip a one direction motorized vehicle movement
- Primary (or unlinked) trip goes directly
between the primary purposes of home, work, or
school - Secondary (or linked) trip one or more stops
along the way to primary destination - Pass-by trip deviates from roadway to a site for
a stop-over to sites such as retail, banks, gas
station, restaurant, etc. - Trip generation rate number of vehicular
movements to/from a site during 24-hour period
9Trip Purpose
- Production vs. Attraction trip ends
- Home based trip
- At least one end in home (origin or destination)
- Work, school, shop
- Non-home based trip
- Neither end of trip at home
- Can be difficult to estimate
10Roadway Level of Service (LOS)
- Roadway capacity is defined as the ability to
accommodate traffic - Service flow volume is the level of traffic flow
(vehicles per day) that can be accommodated at
various levels of service
- Roadway Capacity Ratings
- LOS A - Free traffic flow
- 0 - 35 of capacity
- LOS B - Stable traffic flow
- 35 - 50 of capacity
- LOS C - Stable traffic flow
- 50 -62 of capacity
- LOS D - High-density stable traffic flow
- 62 - 75 of capacity
- LOS E - Capacity level traffic flow
- 75 - 100 of capacity
- LOS F - Forced or breakdown traffic flow
- 100 of capacity
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12Site Impact Analysis Steps
- Identify location and determine site variables or
setting - Estimate trips generated by site
- Determine extent of area and streets impacted
- Assign estimated trips to local street network
- Conduct highway capacity analysis
- Determine traffic mitigation measures
13Site location and setting
- Existing site use
- Proposed use
- General plan and zoning designations
- Local street and highway network
- Existing levels of traffic and turning movements
- Capacity of street network
- Planned improvements
14Trip Generation Estimate
- Determine the number of vehicles that enter or
exit the site of interest during specified time
periods - Primary information source
- Institute of Traffic Engineers (ITE), Trip
Generation, 7th ed. - Institute of Traffic Engineers (ITE), Trip
Generation Handbook, 2nd ed.
15Calculating Trip Generation
- Example Trip Generation Rates
- San Diego Trip Generation Manual
- (download from class web site)
16Trip Generation Worksheet
17Existing Traffic
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19Future Traffic w/Project
20Evaluate roadway capacity
21Thresholds of Significance
- ITE recommendation Any proposed site plan or
subdivision plan which would be expected to
generate over 100 directional trips during the
peak hour of the traffic generator or the peak
hour on the adjacent streets, or over 750 trips
in an average day.
22Typical Development Thresholds
23Content of Traffic Impact Analysis
- I. BACKGROUND
- Description of proposed development
- Identification of peak hours and whether weekends
will be used in the impact analysis - Description of study area
- Location of proposed access points
- II. BASE TRAFFIC CONDITIONS
- Description of road network and intersections
adjacent to site and at access points - Counts during peak-impact hours
- III. SITE TRAFFIC GENERATION
- Trip generation rates used and the source of
these rates - Traffic generated during peak impact hours
- IV. SITE TRAFFIC DISTRIBUTION
- Method used to distribute traffic
- Table showing estimated traffic movements by
direction - Discussion of method used for traffic assignment
and assumptions for assignment of traffic to
network
- V. NON-SITE TRAFFIC PROJECTIONS
- Definition of design yearopening of proposed
development - Identification of development in study area whose
traffic is to be included in calculations - Adjustments of off-site through traffic volumes
- Assembling of off-site traffic forecast for
design year - VI. TRAFFIC ASSIGNMENTS
- Assignment of peak-period traffic to
intersections and access points - Figures for existing peak impact traffic hours,
site traffic and total traffic - Recommended access design improvements
- VII. REVIEW OF SITE PLAN
- Internal Reservoir at access points
- Parking layout
- Loading dock locations and access, including
design truck used - Recommended changes
- VIII. DISCUSSION OF FUTURE TRAFFIC CONDITIONS
- Other developments in area