HomeMy WebLinkAboutTile Flat Analysis Summary_6-10-2025 Draft
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MEMORANDUM
DATE: June 10, 2025
TO: River Terrace 2.0 Project Management Team
FROM: Adrian Witte, Toole Design and Kevin Chewuk, DKS Associates
SUBJECT: River Terrace 2.0 Community Plan
Tile Flat Extension Scenarios Evaluation – Summary
#24434-000
This memorandum summarizes the multimodal transportation analysis methodology and findings for the
evaluation of Tile Flat extension scenarios as part of the River Terrace 2.0 Community Plan. Included are the
objectives of the study, a summary of the primary street network and Tile Flat extension scenarios, the
performance metrics used to compare scenarios, and the results of the analysis, which will be used by staff to
identify a recommendation for decision makers moving forward.
STUDY OBJECTIVES
The objective of the study is to compare holistic benefits, impacts, and costs of the different primary street
network scenarios and to understand and quantify if there are additional benefits to extending Tile Flat Road or
Mountainside Way beyond providing the base network identified in the River Terrace 2.0 Concept Plan.
TILE FLAT EXTENSION SCENARIOS
The team identified four primary street network scenarios to be evaluated within the River Terrace 2.0
Community Planning process – two of these extend Mountainside Way without a connection to Tile Flat Road
and two include an extension of Tile Flat Road to meet Mountainside Way.
All scenarios provide a primary north to south collector route along Mountainside Way connecting from Scholls
Ferry Road and running west of and eventually connecting to Roy Rogers Road at the Bull Mountain Road
intersection and/or areas further south. This scenario is identified as Scenario 1.
The conceptual alignments of the primary streets for each of the four scenarios are shown on Figure 1 through
Figure 4, although the alignments could be shifted to better serve the surrounding neighborhood or provide
other system benefits (e.g., to reduce costs, lessen impacts to sensitive lands, provide better connectivity, etc.).
The Tile Flat extension scenarios include:
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• Scenario 1: Includes the Mountainside Way extension from Scholls Ferry Road to the Roy Rogers Road /
Bull Mountain Road intersection (Segment A) and is shown in red on Figure 1.
• Scenario 2: Includes Segment A, plus the Tile Flat Road extension from Scholls Ferry Road to the
Mountainside Way extension (Segment B) and is shown in green on Figure 2.
• Scenario 3: Includes Segment A, plus the extension of Mountainside Way from Bull Mountain Road to
connect with Roy Rogers Road somewhere at or between the Perth Road or Woodhue Street
intersections (Segment C) and shown in blue on Figure 3.
• Scenario 4: Includes Segments A, B and C and is shown in purple on Figure 4.
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FIGURE 1 : TILE FLAT EXTENSION SCENARIO 1.
SW Lasich Ln
SW Bull Mtn Rd
SW Beef Bend Rd
SW
R
o
y
R
o
g
e
r
s
R
d
SW Scholls Ferry Rd
SW Jean Louise Rd
SW
Woodhue St
SW
R
i
v
e
r
T
e
r
r
a
c
e
B
l
v
d
SW
V
a
n
d
e
r
m
o
s
t
R
d
SW Clementine St
A
A
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FIGURE 2 : TILE FLAT EXTENSION SCENARIO 2.
SW Lasich Ln
SW Bull Mtn Rd
SW Beef Bend Rd
SW
R
o
y
R
o
g
e
r
s
R
d
SW Scholls Ferry Rd
SW Jean Louise Rd
SW
Woodhue St
SW
R
i
v
e
r
T
e
r
r
a
c
e
B
l
v
d
SW
V
a
n
d
e
r
m
o
s
t
R
d
SW Clementine St
A
A
SW Tile Flat Rd
B
B
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FIGURE 3 : TILE FLAT EXTENSION SCENARIO 3.
SW Lasich Ln
SW Bull Mtn Rd
SW Beef Bend Rd
SW
R
o
y
R
o
g
e
r
s
R
d
SW Scholls Ferry Rd
SW Jean Louise Rd
SW
Woodhue St
SW
R
i
v
e
r
T
e
r
r
a
c
e
B
l
v
d
SW
V
a
n
d
e
r
m
o
s
t
R
d
SW Clementine St
A
A
SW
M
o
u
n
t
a
i
n
s
i
d
e
W
a
y
C
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FIGURE 4 : TILE FLAT EXTENSION SCENARIO 4.
SW Lasich Ln
SW Bull Mtn Rd
SW Beef Bend Rd
SW
R
o
y
R
o
g
e
r
s
R
d
SW Scholls Ferry Rd
SW Jean Louise Rd
SW
Woodhue St
SW
R
i
v
e
r
T
e
r
r
a
c
e
B
l
v
d
SW
Va
n
d
e
r
m
o
s
t
R
d
SW Clementine St
A
A
SW
M
o
u
n
t
a
i
n
s
i
d
e
W
a
y
C
SW Tile Flat Rd
B
B
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PERFORMANCE METRICS
The Tile Flat extension scenarios were compared using the performance metrics shown below. These include a
mix of quantitative and qualitative considerations. Wherever possible, findings were communicated in terms of
resident and traveler experiences, with a focus on identifying meaningful differences between scenarios. The
complete results of the analysis are included in the full evaluation memorandum attached to this summary.
1. Vehicular Network
A. Vehicle Miles Traveled (VMT)
B. Quantity of Travel
C. Intersection Capacity
D. Travel Time
2. Multimodal Network
A. Bicycle Level of Traffic Stress (BLTS)
B. Pedestrian Level of Traffic Stress
C. Connectivity
D. Vulnerable Road User Safety
E. Future Transit Service
3. Environmental / Livability
A. GHG and Emissions
B. Natural Resource Impacts
C. Livability Impacts of Regional Vehicle Trips
4. Development Feasibility
A. Support to Commercial Areas
B. Land Use and Development Feasibility
C. Order-of-Magnitude Infrastructure Costs
D. Timing, Phasing, and Project Cost
E. Fire, Life, Safety
5. Equity
A. Equitable Benefits
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EVALUATION SUMMARY
The primary street network scenarios were compared in how they performed against one another for the
metrics listed above. A summary of the results is included in Table 1.
TABLE 1 : SUMMARY OF EVALUATION RESULTS
SCENARIO 1 SCENARIO 2 SCENARIO 3 SCENARIO 4
1. VEHICULAR NETWORK
A1. Vehicle Miles Traveled on the
Arterial Street Network
Total VMT change
from no-build: -
0.5%
Total VMT change
from no-build:
+1.0%
Total VMT change
from no-build: -
0.4%
Total VMT change
from no-build: -
0.3%
A2. Vehicle Miles Traveled on the
Primary and Secondary Street
Network
Share of Total VMT
for RT 2.0 Trips:
92%
Share of Total VMT
for RT 2.0 Trips:
47%
Share of Total VMT
for RT 2.0 Trips:
62%
Share of Total VMT
for RT 2.0 Trips:
48%
B. Quantity of Travel Lowest overall ADT
volumes
ADT volumes are
higher along
Mountainside Way
compared to
Scenarios 1 and 3
Slighly higher ADT
volumes along
Mountainside Way
compared to
Scenario 1, but
otherwise similiar
Highest overall
ADT volumes
C. Intersection Capacity This scenario
results in the
highest v/c ratios
on Scholls Ferry
and competitive or
lower v/c ratios
along Roy Rogers.
This scenario
results in improved
operations along
Scholls Ferry with
some degradation
of operations at
the Roy Rogers &
Bull Mountain
intersection.
This scenario
results in similar
operations on
Scholls Ferry to
Scenario 1,
improved
operations along
parts of Roy
Rogers, and some
degradation of
operations at the
Roy Rogers & Perth
intersection.
This scenario
results in improved
operations along
Scholls Ferry with
some degradation
of operations at
the Roy Rogers
intersections with
Bull Mountain and
Perth.
D. Travel Time 6.91 minutes
(-11 seconds from
no-build)
6.88 minutes
(-13 seconds from
no-build)
7.07 minutes
(-2 seconds from
no-build)
6.63 minutes
(-28 seconds from
no-build)
2. MULTIMODAL NETWORK
A. Bicycle Level of Traffic Stress –
Relative Investment Needed to
Meet BLTS 1
Lowest investment
to achieve BLTS 1
Achieves BLTS 1
with some costs
for median
crossings at all
locations
Achieves BLTS 1
with some costs
for additional
median crossings
Achieves BLTS 1
with some costs
for median
crossings at all
locations
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SCENARIO 1 SCENARIO 2 SCENARIO 3 SCENARIO 4
B. Pedestrian Level of Traffic
Stress – Relative Investment
Needed to Meet PLTS 1
Lowest investment
to achieve PLTS 1
Achieves PLTS 1
with some costs
for additional
median crossings
Achieves PLTS 1
with some costs
for additional
median crossings
Achieves PLTS 1
with some costs
for additional
median crossings
C. Connectivity Provides sufficient
connectivity for
development and
good walkshed
coverage
Provides additional
local and regional
connectivity and
walkshed coverage
Provides additional
local connectivity
and walkshed
coverage
Provides the most
local and regional
connectivity and
walkshed coverage
D. Vulnerable Road User Safety Lowest VRU crash
exposure
VRU crash
exposure is
somewhat higher
than Scenario 1
VRU crash
exposure is
somewhat higher
than Scenario 1
VRU crash
exposure is
considerably
higher than
Scenario 1
E. Future Transit Service Primary route
provides good
coverage and
lowest traffic
volumes minimize
delays
Alternative routes
available but may
reduce Coverage.
Traffic volumes
may result in some
transit delays
Alternative routes
could provide
additional
residential
coverage but
reduce commercial
exposure.
Alternative routes
could reduce
commercial
exposure. Traffic
volumes may
result in transit
delays
3. ENVIRONMENTAL / LIVABILITY
A. GHG & Emissions Lowest potential
for emissions in RT
2.0
Emissions potential
is considerably
higher than
Scenario 1
Emissions potential
is somewhat
higher than
Scenario 1
Emissions potential
is considerably
higher than
Scenario 1
B. Natural Resource Impacts Fewest stream
crossings, some
impact to trees,
lowest impervious
surface
Additional stream
crossing, some
impact to trees,
potential wetlands
impact, increased
impervious surface
Additional stream
crossing, some
impact to trees,
increased
impervious surface
Two additional
stream crossings,
some impact to
trees, potential
wetlands impact,
highest impervious
surface
C. Livability Impacts of Regional
Vehicle Trips
Lowest cut-
through traffic and
a small proportion
of street volume
Cut-through traffic
is considerably
higher than
Scenario 1 and
high proportion of
street volume
Some increase in
cut-through traffic
compared to
Scenario 1 and
relatively small
portion of street
volume
Cut-through traffic
is considerably
higher than
Scenario 1 and
high proportion of
street volume
4. DEVELOPMENT FEASIBILITY
A. Support to Commercial Areas Provides highest
overall pass-by
Provides highest
pass-by traffic for
Provides best
performance for
SFMW but lower
Provides best
performance for
RRBM but lower
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SCENARIO 1 SCENARIO 2 SCENARIO 3 SCENARIO 4
traffic but lower
walkshed coverage
RRBM and good
walkshed coverage
pass-by traffic for
RRBM
pass-by traffic for
SFMW
B. Land Use & Development
Feasibility
Costs can be
supported by
development,
potential impact
on development
yield on
Vandermost
Higher costs may
have implications
on funding
strategy. Some
additional
dedication needs
Higher costs may
have implications
on funding
strategy. Some
additional
dedication needs
and potential
impacts on
development yield
on Vandermost
Highest costs may
have significant
implications on
funding strategy.
Some additional
dedication needs
C. Order of Magnitude
Infrastructure Costs
Lowest cost and no
need for CIP,
County, or City
funding sources
Approximately
double the cost of
Scenario 1 and
may need CIP,
County, or City
funding sources
Higher cost
compared to
Scenario 1 and
may need CIP,
County, or City
funding sources
Approaching triple
the cost of
Scenario 1 and
may need CIP,
County, or City
funding sources
D. Timing, Phasing, and Project
Cost
Phasing can be
structured to delay
costs
Additional stream
crossing may bring
forward costs
Additional stream
crossing may bring
forward costs
Two additional
stream crossings
may bring forward
costs
E. Fire, Life, and Safety Meets fire, life
safety needs with
some impacts on
development on
Vandermost
Meets fire, life
safety needs with
multiple accesses
and response
directions. Higher
traffic volumes
may impact
emergency
response time
Meets fire, life
safety needs with
some impacts on
development on
Vandermost
Meets fire, life
safety needs with
multiple accesses
and response
directions. Higher
traffic volumes
may impact
emergency
response time
5. EQUITY
A. Equitable Impacts Lowest exposure
to emissions,
noise, and crash
risk but some
impacts from
climate resilience
Higher exposure to
emission, noise,
and crash risk,
impacts to housing
affordability and
climate resilience
Higher exposure to
emission, noise,
and crash risk,
impacts to housing
affordability and
climate resilience.
Increased
connectivity
Highest exposure
to emission, noise,
and crash risk and
impacts to housing
affordability and
climate resilience.
Increased
connectivity
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Each scenario and where it performs well and not so well is summarized below.
SCENARIO 1
Where does it perform well?
• This scenario results in the lowest internal traffic volumes which provides benefits in terms of reducing
exposure to crash risk, noise, and emissions for future residents of RT 2.0 West. This has the potential to
provide the greatest benefit to residents and vulnerable population groups living in RT 2.0 West.
• By limiting the number of stream crossings and the scale of streets and intersections, this scenario is the
least impactful on natural systems.
• Traffic exposure for commercial areas is highest under this scenario.
• It is the lowest cost scenario, which can help reduce development costs and make housing more
affordable. It will also allow development to be phased in a way that allows major infrastructure to be
brought online once a critical mass of development triggers the need for these improvements.
Where does it not perform so well?
• This scenario provides the least benefit to arterial street operations and travel time reductions for
regional travelers. However, arterial street operations and travel time differences are not significantly
different compared to other scenarios.
• Not extending Tile Flat Road and Mountainside Way reduces regional connectivity to destinations
northwest of River Terrace and local connectivity to RT 1.0, RT 2.0 South, and Kingston Terrace
respectively. The area on SW Vandermost Road will rely on SW Scholls Ferry Road to access other parts
of RT2.0. However, development potential is expected to be limited in this area and can address fire,
life, and safety needs.
SCENARIO 2
Where does it perform well?
• This scenario increases connectivity and access by extending Tile Flat Road to meet Mountainside Way.
This increases access to regional destinations northwest of River Terrace 2.0, provides some incremental
benefits to traffic operations on Scholls Ferry Road, marginally increases the amount of development in
walking distance to key destinations, provides improved access to the area on Vandermost Road, and
provides emergency access from a third primary direction.
Where does it not perform so well?
• This scenario draws traffic from Scholls Ferry Road resulting in increased internal traffic volumes,
changes in traffic patterns that degrade intersection operations at the Roy Rogers & Bull Mountain Road
intersection, and increased VMT while providing no significant reduction in travel time for people driving
through the area in comparison with Scenario 1. The increase in internal traffic volumes and a new
intersection with Mountainside Way will increase crash exposure, noise, emissions, and livability
impacts on local residents.
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• Not extending Mountainside Way south of Bull Mountain (compared to Scenarios 3 and 4) reduces local
connectivity to RT 1.0, RT 2.0 South, and Kingston Terrace and route options for future transit service.
• This scenario requires an additional stream crossing and additional street and intersection
improvements. This increases the impact on natural systems. It will also increase infrastructure costs,
which could bring forward the need to construct major infrastructure such as stream crossings before
development can support them which would need to be funded outside of the RT 2.0 development
schedule.
SCENARIO 3
Where does it perform well?
• This scenario increases connectivity and access by extending Mountainside Way to meet Roy Rogers
Road at the Perth Road intersection. This increases local access to RT 1.0, RT 2.0 South, and Kingston
Terrace and provides more route options for future transit service. It also marginally increases the
amount of development in walking distance to key destinations.
Where does it not perform so well?
• This scenario draws traffic from Roy Rogers Road which provides some slight benefit to traffic
operations on Roy Rogers Road, but results in increased internal traffic volumes, increased VMT, and
overall increased travel time for people driving through the area. The increase in internal traffic volumes
is not as significant as Scenarios 2 and 4, but will still see some increase in crash exposure, noise,
emissions, and livability impacts on local residents.
• Not extending SW Tile Flat Road (compared to Scenarios B and D) reduces regional connectivity to
destinations northwest of River Terrace. The area on SW Vandermost Road will rely on SW Scholls Ferry
Road to access other parts of RT2.0. However, development potential is limited in this area and can
address fire, life, and safety needs.
• This scenario requires an additional stream crossing and additional street and intersection
improvements. This increases its impact on natural systems. It will also increase infrastructure costs,
which could impact housing affordability and may bring forward the need to construct major
infrastructure such as stream crossings before development can support them which would need to be
funded outside of the RT 2.0 development schedule.
SCENARIO 4
Where does it perform well?
• This scenario maximizes connectivity and access by extending Tile Flat Road and Mountainside Way. The
Tile Flat Road extension increases access to regional destinations northwest of River Terrace, provides
improved access to the area on Vandermost Road, and provides emergency access from a third primary
direction. The Mountainside Way extension increases local access to RT 1.0, RT 2.0 South, and Kingston
Terrace and provides more route options for future transit service. Both extensions increase the amount
of development in walking distance to key destinations.
• This scenario draws traffic from Scholls Ferry Road and Roy Rogers Road which provides some
incremental benefit to traffic operations on the arterial network and a very slight (<30 seconds) travel
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time savings for regional travelers. However, capacity freed up on the arterial street network is expected
to be filled by regional trips diverting from other congested corridors, resulting in a negligible change in
VMT for this scenario along Roy Rogers Road and Scholls Ferry Road compared to no-build.
Where does it not perform so well?
• This scenario draws traffic from Scholls Ferry Road and Roy Rogers Road and results in the highest
increase in internal traffic volumes, causing significant increases in crash exposure, noise, emissions, and
livability impacts on local residents.
• This scenario requires two additional stream crossings and the highest number of street and intersection
improvements. This significantly increases the impact on natural systems. It will also significantly
increase infrastructure costs, which could impact housing affordability and may bring forward the need
to construct major infrastructure such as stream crossings before development can support them which
would need to be funded outside of the RT 2.0 development schedule.
RECOMMENDED SCENARIO
The project team recommends that Scenario 1 be developed with a stub provided to the south edge of the
development to allow for the future extension of Mountainside Way if the area south of RT 2.0 West (that is
currently undesignated area outside the UGB) is ever annexed into the City of Tigard and developed.
Scenario 1 outperforms the other scenarios in terms of cost, reduced impact on development and natural
resources, and has the lowest potential impact to RT 2.0 residents. There are some connectivity benefits to
areas of RT 1.0, RT 2.0 South, and Kingston Terrace if SW Mountainside Way was extended further south in the
future.
The scenarios that extend SW Tile Flat Road to connect to SW Mountainside Way do provide additional
connectivity for regional travelers to areas northwest of RT 2.0. However, they provide limited arterial street
operational benefits and do not seem worth the significant added cost and impacts to natural systems,
development phasing, and local residents that will live in RT 2.0.