HomeMy WebLinkAboutRS_Sunset Oaks TIA - 191030_v2.pdf
12131 113th Avenue NE, Suite 203, Kirkland, WA 98034 | 425.821.3665 |
FINAL MEMORANDUM
Date: September 11, 2019 TG:1.19223.00
To: Brianne Bannwarth – City of Renton
From: Stefanie Herzstein PE, PTOE and Francesca Liburdy – Transpo Group
cc: Bob Baldwin – McCullough Allen
Lisa Grueter, AICP – BERK Consulting
Subject: Renton Sunset Oaks Final Transportation Impact Analysis
This analysis identifies potential transportation-related impacts associated with the proposed
Sunset Oaks residential development north of NE 10th Street between Glenwood Avenue NE and
Harrington Avenue NE in Renton, WA. This final transportation impact analysis incorporates City
staff’s review of the study.
Background
The project is sites 14, 16 and 17 in the Sunset Terrace Master Plan as shown on Figure 1.
Figure 1 – Sunset Terrace Master Plan
2
Transportation-related impacts of the Master Plan were documented in the Sunset Area
Community Planned Action Update: Traffic Analysis Results - May 2014 Redevelopment Master
Site Plan Alternative (CH2MHill, 2014). The proposed project includes more dwellings than
included in the current Master Plan and requires Master Plan revisions to reallocate dwelling units
to the Renton Housing Authority Sunset Oaks properties and reflect other public, private and non-
profit development activities that have been permitted or constructed in the last several years.
Transportation analysis associated with the Sunset Terrace Master Plan reallocation of 87
dwelling units including 52 dwelling units to the Sunset Oaks properties was documented in the
memorandum Sunset Oaks and Master Site Plan: Transportation Analysis prepared by Transpo
Group dated July 23, 2019. The analysis of the Master Plan dwelling unit reallocation found that
there would be no new transportation impacts and the mitigation measures identified in the
previous Master Plan analysis would be appropriate. Based on the 2030 build-out of the Master
Plan, mitigation measures identified include potential improvements to the Edmonds Avenue
NE/NE 12th Street and Harrington Avenue NE/NE 12th Street intersections to maintain LOS D
operations. As an affordable housing residential project, payment of the City’s transportation
impact fees would not be required, These findings are being incorporated into updated
SEPA/NEPA analysis for the Sunset Terrace Master Plan.
The following documents the project-specific transportation impact analysis (TIA) for the Sunset
Oaks property.
Project Description
The proposed project includes up to 62 affordable multifamily housing units located in the Sunset
Area neighborhood of Renton. The site vicinity is shown on Figure 2.
Figure 2 – Site Vicinity
The project site is currently undeveloped and the project is anticipated to be constructed and
occupied by 2021. Vehicle access to the site is proposed via Harrington Avenue NE and
3
Glennwood Avenue NE. There would also be a non-motorized connection via Sunset Lane NE.
Figure 3 shows the site plan depicting the proposed site and driveways.
Figure 3 – Preliminary Site Plan
Study Scope
The scope of the analysis is consistent with the City of Renton’s Traffic Impact Analysis Policy
Guidelines for New Developments (2016) and was reviewed and approved by the City through a
scoping process. Based on coordination with the City, the analysis focuses on the weekday PM
peak hour. Considering anticipated trip distribution patterns described later in the study and the
City’s guidelines stating the study area should include intersections experiencing a 5 percent
increase in peak hour traffic volumes as a result of the proposed development, the analysis
focuses on the two site access locations under future with-project conditions.
As described previously, the proposed project is part of the Sunset Terrace Master Plan
Amendment1 and a separate transportation analysis was conducted related to the reallocation of
dwelling units. The Master Plan analysis evaluated traffic volume impacts at the NE 12th Street/
Harrington Avenue NE, NE Sunset Boulevard/NE 10th Street, and NE Sunset Boulevard/
Harrington Avenue NE intersections and found that there would be a 0.5 to 2.4 percent in total
intersection volumes at these locations as a result of the proposed Master Plan Amendment. This
increase in traffic volumes is less than the City’s 5 percent threshold used to determine the study
area for project-specific TIAs. This analysis supports limiting the study intersections for the Sunset
Oaks development TIA to the site accesses.
1 Memorandum Sunset Oaks and Master Site Plan: Transportation Analysis, Transpo Group, July 2019.
4
Existing Transportation Context
The following section summarizes the existing transportation context of the proposed project,
including the surrounding roadway network, non-motorized facilities, transit, traffic safety, and
vehicle volumes.
Roadway Network
The project site is located in the City of Renton and is bounded by Glennwood Avenue NE,
Harrington Avenue NE, and Sunset Lane NE. Descriptions of the roadways within the project area
are provided below.
Glennwood Avenue NE is classified as a local street and has a narrow travel way. On-street
parking occurs on the shoulder on both sides of the street narrowing the travel way further. The
posted speed limit is 25 miles per hour (mph). No sidewalks are provided along Glennwood
Avenue NE in the vicinity of the project.
Harrington Avenue NE is classified as a local street and has two lanes per direction. The posted
speed limit is 25 mph. Sidewalks and on-street parking are provided on both sides of the street.
Sunset Lane NE is classified as a local street with a posted speed of 25 mph. It has a narrow
travel way. Sidewalks and on-street parking are provided on both sides of the street.
Non-Motorized Facilities
Sidewalks are provided throughout the study area with the exception of Glennwood Avenue NE.
Marked crosswalks are provided at the Glennwood Avenue NE/Sunset Lane NE and Harrington
Avenue NE/Sunset Lane NE intersections. No bicycle facilities are provided in the vicinity of the
project site; however, the roadways are local streets with low traffic volumes.
Transit
The project site is located in proximity to transit operated by King County Metro. There are
numerous stops along NE Sunset Blvd and NE 12th Avenue, nearby principal arterial roadways.
The closest bus stops are located a 0.2 mile walking distance or an approximately 5-minute walk
from the project site. Connections to King County Metro routes near the project site are
summarized in Table 1.
Table 1. Existing Transit Service
Approximate Weekday
Operating Hours
AM Peak
Period Trips
PM Peak
Period Trips
Headways
(minutes) Routes Area Served
111 Maplewood to Lake Kathleen to
Downtown Seattle
5:50 a.m. – 8:45 a.m.
4 4 30
4:00 p.m. – 7:00 p.m.
240 Bellevue to Renton 5:00 a.m. – 12:00 a.m. 7 7 15
105 Renton Highlands to Renton TC 4:30 a.m. – 12:10 a.m. 3 3 30
Source: King County Metro (August 2019).
The King County Metro transit service provides access to the Renton Transit Center, which is
located approximately 3-miles south of the Sunset Terrace neighborhood. Connections at Renton
Transit Center provide bus access to SeaTac, Kent, Auburn, Bellevue, and Overlake via both King
County Metro and Sound Transit. There is a proposed bus rapid transit (BRT) expansion along I-
405 slated to be completed by Sound Transit in year 2024. There would be a stop at the Renton
Transit Center.
5
Traffic Safety
Collision records were reviewed within the study area to document potential traffic safety issues.
The collision data from Washington State Department of Transportation (WSDOT) is for the most
recent 5-year period between January 1, 2014 and December 31, 2018. A historical review of
collisions was conducted at the roadways directly surrounding the site. Only one collision was
reported along the roadways and intersections directly adjacent to the project area. In 2016, a
vehicle making a northbound left-turn onto Sunset Lane NE out of a driveway 200-feet east of
Harrington Avenue NE had a collision with a bicyclist. There were no reported fatalities within or
surrounding the study area.
Trip Generation
The proposed project includes up to 62-multifamily affordable housing units. Trip generation
estimates have been prepared for the development based on trip rates identified using the Institute
of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition (2017). Table 2 provides a
summary of the trip generation for the proposed land use.
Table 2. Estimated Weekday Vehicle Trip Generation
Land Use Size
Daily
Trips
AM Peak Hour Trips PM Peak Hour Trips
In Out Total In Out Total
Multifamily Housing Mid-Rise (LU #221) 62 du 337 6 16 22 16 11 27
Notes: du = dwelling units
As shown in Table 2, the proposed project is anticipated to generate approximately 337 daily
vehicle trips with approximately 22 trips during the weekday AM peak hour and 27 trips during the
weekday PM peak hour.
Trip Distribution and Assignment
Weekday PM peak hour trip distribution patterns to and from the project site were based on
existing vehicle travel patterns and the U.S. Census Bureau’s OnTheMap tool. OnTheMap is a
web-based mapping and reporting application, which shows where residents in the area work
based on census data. Project traffic was assigned to the site driveways based on the trips’
anticipated final destination and the location of the dwelling units. Anticipated trip distribution and
assignment for the proposed project are shown on Figure 4.
Traffic Volumes
Existing weekday PM (4 to 6 p.m.) peak period traffic counts were collected at the Harrington
Avenue NE/Glennwood Avenue NE, Glennwood Avenue NE/NE 10th Street, and Harrington
Avenue NE/NE 10th Street intersections in August 2019. These volumes were used to develop
future traffic forecasts at the proposed site accesses. Detailed intersection traffic counts are
provided in Attachment A.
Future (2021) with-project weekday PM peak hour traffic volumes were estimated by growing
existing traffic volumes by three (3) percent per year to 2021 conditions, consistent with other
projects completed in the City. No pipeline projects were identified within the study area. The
resulting future (2021) with-project volumes at the site accesses are summarized on Figure 4.
6
Figure 4 – Trip Distribution, Assignment & Future Weekday PM Peak Hour Traffic Volumes
Site Access Analysis
The traffic operations at each of the site driveways was analyzed under future with-project
conditions for the weekday PM peak hour. At unsignalized side-street stop-controlled
intersections, LOS is measured by the average delay per vehicle of the worst-movement. Traffic
operations and average vehicle delay for an intersection can be described qualitatively with a
range of levels of service (LOS A through LOS F), with LOS A indicating free-flowing traffic and
LOS F indicating extreme congestion and long vehicle delays. The operational analysis is
consistent with Highway Capacity Manual (HCM) 6th Edition method and evaluated in Synchro 10.
Synchro 10 is a software program that uses the HCM method to evaluate intersection LOS and
average vehicle delays.
Under future (2021) with-project conditions, both site accesses are anticipated to operate at LOS
A during the weekday PM peak hour with approximately 9 seconds of delay. LOS worksheets are
included in Attachment B.
7
Mitigation Measures
As discussed previously, mitigation measures identified for the Sunset Terrace Master Plan
include potential improvements to the Edmonds Avenue NE/NE 12th Street and Harrington
Avenue NE/NE 12th Street intersections to maintain LOS D operations. As an affordable housing
residential project, payment of the City’s transportation impact fees will not be required.
Intersection Improvements
The proposed project’s anticipated increase in traffic volumes at the Edmonds Avenue NE/NE
12th Street and Harrington Avenue NE/NE 12th Street intersections is anticipated to be small and
less than 5 percent as demonstrated in the Master Plan Amendment analysis and shown on
Figure 4 of this study.
A review of the Sunset Court project-specific TIA2 shows that the Edmonds Avenue NE and
Harrington Avenue NE intersections along NE 12th Street were anticipated to operate at LOS B or
better during the weekday PM peak hour under future 2017 conditions. A sensitivity analysis was
conducted by Transpo to understand potential future 2021 with-project conditions at the Edmonds
Avenue NE/NE 12th Street and Harrington Avenue NE/NE 12th Street intersections. The
sensitivity analysis uses the Sunset Court traffic volumes to project 2021 conditions assuming a
three (3) percent per year growth rate and adding the project traffic. The Edmonds Avenue NE/NE
12th Street and Harrington Avenue NE/NE 12th Street intersections would operate at LOS B
during the weekday PM peak hour in 2021; therefore, no mitigation would be needed with the
proposed project.
Conclusions
Key findings of this TIA include:
· The proposed project would generate approximately 337 daily vehicle trips with 22
weekday AM peak hour and 27 weekday PM peak hour trips.
· Both site accesses are forecast to operate at LOS A during the weekday PM Peak
hour under future (2021) with-project conditions.
· No significant impacts requiring mitigation are anticipated with the proposed project.
2 Ally Community Development, LLC Traffic Impact Analysis Sunset Court, Perteet, September 10, 2015.
8
Attachment A: Traffic Counts
Peak Hour:05:00 PM - 06:00 PM
HARRINGTON AVE NE HARRINGTON AVE NEGLENWOOD AVE NEGLENWOOD AVE NE
(303) 216-2439
www.alltrafficdata.net
Location:1 HARRINGTON AVE NE & GLENWOOD AVE NE PM
Thursday, August 1, 2019Date:
All Vehicles Pedestrians/Bicycles in Crosswalk
Traffic Counts - All Vehicles
Heavy Vehicles
Peak Hour
Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk3120
0
1
1
0
4
39 41
1
2
3735
5
4 N
S
EW
0
0 3313600GLENWOOD AVE NE
GLENWOOD AVE NEHARRINGTON AVEHARRINGTON AV82
0
214N
S
EW 1110
0 0
40Interval
Start Time RightLeft Thru Total
Eastbound Westbound Northbound Southbound
U-Turn
Rolling
HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn
4:00 PM 630 2 0 0 0 0 0 0 4 0 1 1 90 0 0 1
4:15 PM 730 2 0 0 0 0 0 0 4 0 0 9 170 0 0 2
4:30 PM 750 3 0 0 0 0 0 0 5 0 0 5 160 0 0 3
4:45 PM 780 0 0 0 1 0 0 1 10 0 0 5 210 0 0 4
5:00 PM 820 1 0 0 0 0 0 1 11 0 1 4 191 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 6 1 0 12 190 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 8 0 0 9 190 0 0 2
5:45 PM 0 3 0 0 1 0 0 0 11 0 1 8 250 0 0 1
Count Total 0 11 0 0 2 0 0 2 59 1 3 53 1451 0 0 13
Peak Hour 0 4 0 0 1 0 0 1 36 1 2 33 821 0 0 3
HV% PHF
0.42
0.25
0.77
0.75
0.0%
0.0%
2.7%
5.1%
3.7% 0.82
EB
WB
NB
SB
All 0000
0
0
0
0
0
2 1
0
0
12
0
0 N
S
EW
0
0 20100Heavy VehiclesInterval
Start Time EB NB TotalWB SB
4:00 PM 0 0 0 0 0
4:15 PM 0 0 0 0 0
4:30 PM 0 0 0 0 0
4:45 PM 0 0 0 0 0
5:00 PM 0 0 0 0 0
5:15 PM 0 1 0 2 3
5:30 PM 0 0 0 0 0
5:45 PM 0 0 0 0 0
Count Total 0 1 0 2 3
Peak Hour 0 1 0 2 3
Pedestrians/Bicycles on CrosswalkInterval
Start Time EB NB TotalWB SB
4:00 PM 0 0 4 1 5
4:15 PM 0 0 2 1 3
4:30 PM 1 0 3 0 4
4:45 PM 3 0 0 0 3
5:00 PM 4 0 1 0 5
5:15 PM 0 0 0 0 0
5:30 PM 0 0 0 0 0
5:45 PM 0 1 1 0 2
Count Total 8 1 11 2 22
Peak Hour 4 1 2 0 7
Peak Hour:05:00 PM - 06:00 PM
GLENWOOD AVE NESUNSET LN NESUNSET LN NE
(303) 216-2439
www.alltrafficdata.net
Location:2 GLENWOOD AVE NE & SUNSET LN NE PM
Thursday, August 1, 2019Date:
All Vehicles Pedestrians/Bicycles in Crosswalk
Traffic Counts - All Vehicles
Heavy Vehicles
Peak Hour
Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk3034
6
0
0
2
5
6 9
10
57
9 N
S
EW
0
0 0SUNSET LN NE
SUNSET LN NE GLENWOOD AVE 23
1
02N
S
EW 000 1
02Interval
Start Time RightLeft Thru Total
Eastbound Westbound Northbound Southbound
U-Turn
Rolling
HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn
4:00 PM 170 0 1 0 0 1 0 0 0 40 2 0
4:15 PM 220 0 0 0 0 2 0 0 0 50 1 2
4:30 PM 200 1 1 0 0 1 0 1 0 50 1 0
4:45 PM 180 0 1 0 0 1 0 0 0 30 0 1
5:00 PM 230 2 0 0 0 3 0 2 0 90 1 1
5:15 PM 0 0 1 0 0 1 0 0 0 30 1 0
5:30 PM 0 2 0 0 0 1 0 0 0 30 0 0
5:45 PM 0 1 1 0 0 1 0 1 0 80 2 2
Count Total 0 6 5 0 0 11 0 4 0 400 8 6
Peak Hour 0 5 2 0 0 6 0 3 0 230 4 3
HV% PHF
0.88
0.63
0.50
0.0%
0.0%
0.0%
0.0% 0.64
EB
WB
NB
SB
All 0000
0
0
0
0
0
0 0
0
00
0 N
S
EW
0
0 0Heavy VehiclesInterval
Start Time EB NB TotalWB SB
4:00 PM 0 0 0 0
4:15 PM 0 0 0 0
4:30 PM 0 0 0 0
4:45 PM 0 0 0 0
5:00 PM 0 0 0 0
5:15 PM 0 0 0 0
5:30 PM 0 0 0 0
5:45 PM 0 0 0 0
Count Total 0 0 0 0
Peak Hour 0 0 0 0
Pedestrians/Bicycles on CrosswalkInterval
Start Time EB NB TotalWB SB
4:00 PM 0 0 0 0
4:15 PM 0 0 0 0
4:30 PM 0 0 1 1
4:45 PM 0 0 1 1
5:00 PM 0 0 0 0
5:15 PM 1 0 1 2
5:30 PM 1 0 0 1
5:45 PM 0 0 0 0
Count Total 2 0 3 5
Peak Hour 2 0 1 3
Peak Hour:05:00 PM - 06:00 PM
HARRINGTON AVE NENE 10TH STSUNSET LN NE
(303) 216-2439
www.alltrafficdata.net
Location:3 HARRINGTON AVE NE & NE 10TH ST PM
Thursday, August 1, 2019Date:
All Vehicles Pedestrians/Bicycles in Crosswalk
Traffic Counts - All Vehicles
Heavy Vehicles
Peak Hour
Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk303039
8
0
0
4
1
33 40
47
345
11 N
S
EW
0
0 0SUNSET LN NE
NE 10TH ST HARRINGTON AV85
1
69N
S
EW 421 0
90Interval
Start Time RightLeft Thru Total
Eastbound Westbound Northbound Southbound
U-Turn
Rolling
HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn
4:00 PM 540 1 0 0 0 2 0 1 0 80 3 1
4:15 PM 690 0 0 0 0 1 0 7 0 140 3 3
4:30 PM 670 0 3 0 0 0 0 4 0 150 6 2
4:45 PM 700 1 0 0 0 1 0 4 0 170 11 0
5:00 PM 850 0 2 0 0 3 0 4 0 230 13 1
5:15 PM 0 0 1 0 0 2 0 5 0 120 4 0
5:30 PM 0 0 0 0 0 1 0 7 0 180 9 1
5:45 PM 0 1 1 0 0 2 0 14 0 320 13 1
Count Total 0 3 7 0 0 12 0 46 0 1390 62 9
Peak Hour 0 1 4 0 0 8 0 30 0 850 39 3
HV% PHF
0.63
0.73
0.55
0.0%
0.0%
3.0%
1.2% 0.66
EB
WB
NB
SB
All 0010
0
0
0
0
0
1 0
0
10
0 N
S
EW
0
0 0Heavy VehiclesInterval
Start Time EB NB TotalWB SB
4:00 PM 0 0 0 0
4:15 PM 0 0 0 0
4:30 PM 0 0 0 0
4:45 PM 0 0 0 0
5:00 PM 0 0 0 0
5:15 PM 0 0 0 0
5:30 PM 0 0 0 0
5:45 PM 0 0 1 1
Count Total 0 0 1 1
Peak Hour 0 0 1 1
Pedestrians/Bicycles on CrosswalkInterval
Start Time EB NB TotalWB SB
4:00 PM 0 1 0 1
4:15 PM 0 0 0 0
4:30 PM 0 1 0 1
4:45 PM 2 0 0 2
5:00 PM 5 4 0 9
5:15 PM 1 0 1 2
5:30 PM 0 0 0 0
5:45 PM 3 2 0 5
Count Total 11 8 1 20
Peak Hour 9 6 1 16
9
Attachment B: LOS Worksheets
HCM 6th TWSC Sunset Oaks Apartments
4: Glennwood Ave NE & Site Access Future (2021) With-Project PM Peak Hour
Transpo Group Synchro 10 Report
Intersection
Int Delay, s/veh 1.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 4 1 10 7 1 5
Future Vol, veh/h 4 1 10 7 1 5
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 4 1 11 8 1 5
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 22 15 0 0 19 0
Stage 1 15 - - - - -
Stage 2 7 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 995 1065 - - 1597 -
Stage 1 1008 - - - - -
Stage 2 1016 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 994 1065 - - 1597 -
Mov Cap-2 Maneuver 994 - - - - -
Stage 1 1008 - - - - -
Stage 2 1015 - - - - -
Approach WB NB SB
HCM Control Delay, s 8.6 0 1.2
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1007 1597 -
HCM Lane V/C Ratio - - 0.005 0.001 -
HCM Control Delay (s) - - 8.6 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0 0 -
HCM 6th TWSC Sunset Oaks Apartments
5: Harrington Ave NE & Site Access Future (2021) With-Project PM Peak Hour
Transpo Group Synchro 10 Report
Intersection
Int Delay, s/veh 1.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 5 7 40 35 1
Future Vol, veh/h 1 5 7 40 35 1
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 1 5 8 43 38 1
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 98 39 39 0 - 0
Stage 1 39 - - - - -
Stage 2 59 - - - - -
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 901 1033 1571 - - -
Stage 1 983 - - - - -
Stage 2 964 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 896 1033 1571 - - -
Mov Cap-2 Maneuver 896 - - - - -
Stage 1 978 - - - - -
Stage 2 964 - - - - -
Approach EB NB SB
HCM Control Delay, s 8.6 1.1 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1571 - 1007 - -
HCM Lane V/C Ratio 0.005 - 0.006 - -
HCM Control Delay (s) 7.3 0 8.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -