Transit Operations Plan 10-4-2013_FINAL

8/11/2019 Transit Operations Plan 10-4-2013_FINAL

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Crystal City Streetcar Project

Transit Operations Plan

October 4, 2013

Prepared by Connetics Transportation Group


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SECTION 1

INTRODUCTION

1.1

General

This document presents a detailed description of the streetcar and bus operations plans for this

projects No-Build and Build Alternatives. The purpose of the report is to estimate streetcar

fleet requirements, travel speeds, and changes in transit service for use in analyzing

transportation effects as part of the Crystal City Streetcar Environmental Assessment. The No-

Build Alternative consists of the Columbia Pike streetcar and Crystal City/Potomac Yard (CCPY)

Transitway operations, in addition to local bus service. The Build Alternative connects the

Columbia Pike streetcar with streetcar service in Crystal City, and modifies the CCPY supporting

bus operations within the Crystal City area.

1.2

Project Overview

There are two corridors within Arlington County where streetcar service is being planned:

The Crystal City Streetcar Project consists of approximately four miles of track along a

two-mile long corridor, connecting the Crystal City area with the Pentagon City area.

Streetcar tracks will be located primarily within exclusive transit-only lanes shared with

buses, such as the CCPY Transitway, but partially in a shared travel lane with other

traffic.

The Columbia Pike Streetcar will operate in a 4.9-mile long corridor connecting thePentagon City area with the Skyline area of Fairfax County. For much of the alignment,

streetcars will run in mixed traffic, sharing lanes with autos and buses.


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SECTION 2

NO-BUILD ALTERNATIVE

2.1

Overview

This section describes the No-Build Alternative, which is the basis for the development of the

Build Alternative. All elements of the No-Build Alternative become part of the Build Alternative,

except where an alternative replaces services or facilities inside the corridor. For this project,

the No-Build Alternative includes the Columbia Pike streetcar and CCPY Transitway operations,

as developed through prior planning efforts.

2.2

Columbia Pike Streetcar

2.2.1. Streetcar Alignment and Stations

As currently planned, the Columbia Pike Streetcar will extend approximately 4.9 miles between

Skyline Central Plaza near Leesburg Pike primarily in mixed traffic along Columbia Pike to thePentagon City Metrorail Station and terminating at 12

thStreet near South Eads Street. The

proposed alignment includes 18 stations. Figure 2-1 presents the proposed streetcar alignment

and stations.

2.2.2. Streetcar Travel Time Estimates

A prerequisite to developing a streetcar operating plan is the calculation of travel times. For

the Columbia Pike Streetcar project, travel times were estimated by AECOM using VISSIM.

Table 2-1 summarizes the results of the travel time estimation for the alignment from Skyline


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2-2

Figure 2-1

Columbia Pike Streetcar Alignment

Source: Columbia Pike Alternatives Analysis/Environmental Assessment


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Table 2-1

Year 2030 Columbia Pike P.M. Peak Travel Time Estimates

EASTBOUND SEGMENTS StreetcarSegment Segment Segment

Distance Time Speed

Skyline Central Plaza Jefferson 0.25 0:03:49 3.87

Jefferson Goodwin House 0.24 0:01:13 11.67

Goodwin House Greenbrier 0.39 0:02:16 10.28

Greenbrier Arlington Mill 0.25 0:00:40 22.16

Arlington Mill Buchanan 0.21 0:01:14 10.14

Buchanan Thomas 0.28 0:01:21 12.63

Thomas George Mason 0.19 0:01:18 8.74

George Mason Oakland 0.33 0:01:14 16.12

Oakland Glebe 0.17 0:01:36 6.39

Glebe Walter Reed 0.29 0:01:47 9.88

Walter Reed Barton 0.16 0:00:50 11.59

Barton Courthouse 0.17 0:00:56 10.96

Courthouse Scott/Rolfe 0.24 0:00:58 14.69

Scott/Rolfe Heritage Center 0.41 0:01:34 15.59

Heritage Center Army Navy 0.78 0:03:46 12.37

Army Navy Pentagon City 0.29 0:02:40 6.48

Pentagon City 12th St/S Eads St 0.24 0:01:53 7.72TOTALS 4.88 0:29:05 10.06

WESTBOUND SEGMENTS Streetcar

Segment Segment Segment

Distance Time Speed

12th St/S Eads St Pentagon City 0.24 0:02:43 5.35

Pentagon City Army Navy 0.29 0:02:27 7.05

Army Navy Heritage Center 0.78 0:03:20 13.98

Heritage Center Scott/Rolfe 0.42 0:01:57 12.82Scott/Rolfe Courthouse 0.23 0:01:29 9.19

Courthouse Barton 0.20 0:01:01 11.74

Barton Walter Reed 0.19 0:01:29 7.66

Walter Reed Glebe 0 22 0:03:30 3 73

From To

From To


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2.2.3. Streetcar Service Plan

The Columbia Pike streetcar service would serve all stations with frequencies and spans ofservice as shown below in Table 2-2. Proposed weekday frequencies are 6 minutes from 5:30

a.m. to 7:00 p.m. and 12 minutes from 7:00 p.m. to 1:00 a.m. Saturday and Sunday frequencies

are 12 minutes all day, from 6:30 a.m. to 1:00 a.m. on Saturday and from 7:30 a.m. to 11:30

p.m. on Sunday. These frequencies and hours are consistent with the Columbia Pike Transit

Initiative AA/EA. Total hours of service are 19.5 hours on weekdays, 18.5 hours on Saturday,

and 16.0 hours on Sunday.

Table 2-2

Year 2030 Columbia Pike Service Plan

2.2.4. Estimated Operating Requirements

Travel time estimates, layover times, distances, and operating assumptions for the streetcar

service were used to calculate the operating requirements (e.g., peak and fleet vehicles, annual

revenue-hours and revenue-miles). For the length of the Columbia Pike Streetcar, 13 peak

vehicles and 16 total vehicles would be required with a layover of 15% of the 78-minute cycle

time. Table 2-3 presents the estimates of the streetcar operating requirements.

Frequency

Day Time Period Time Span (in Minutes)

Weekday Daytime 5:30 a.m. - 7:00 p.m. 13.5 6

Evening 7:00 p.m. - 1:00 a.m. 6.0 12

Saturday/Holiday All-Day 6:30 a.m. - 1:00 a.m. 18.5 12

Sunday/Holiday All-Day 7:30 a.m. - 11:30 p.m. 16.0 12

Hours of

Service


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2.3

CCPY Bus Operations

As detailed in the January 2012 Transit Operations Plan for the Crystal CityPotomac Yard(CCPY) Transit Improvements Project, the purpose of the CCPY project is to provide high-

capacity and high-quality transit services in the five-mile corridor between the Pentagon City

Metrorail Station in Arlington County and the Braddock Road Metrorail Station in the City of

Alexandria. The transitway improvements will include sections of exclusive transitway, sections

of mixed traffic, and a section with dedicated curbside transit lanes with enforced time limits.

Existing bus stops along the transitway are being consolidated into a smaller number of

transitway stops with level or near-level boarding and enhanced passenger amenities. The

Transit Operations Plan includes a family of premium and local bus services to take advantage

of the exclusive/dedicated transit lanes.

As proposed, premium transit service using the transitway will consist of two Metrobus routes:

9S and 9X. The current 9S Crystal CityPotomac Yard Shuttle will be modified to operate in the

transitway and be extended to the Potomac Yard Shopping Center. For the planning horizon

year, it is proposed to operate seven days a week at peak weekday frequencies of 6 minutes, 12minutes in the weekday off-peak, and 20 minutes on weekends. Proposed route 9X will be a

new route connecting the Braddock Road, proposed Potomac Yard, Crystal City, and Pentagon

City Metrorail Stations via the transitway. It is proposed to operate seven days a week at peak

weekday frequencies of 12 minutes all-day and 20 minutes on weekends. Weekday off-peak

period frequencies of 12 minutes are proposed to enhance connectivity between the Columbia

Pike Streetcar and Route 9X and between Route 9X and 9S.

Additionally, the current route 9A will serve a number of stops along the transitway south of

Potomac Yard and the 9E will be modified to use the transitway in Crystal City between East

Glebe Road and 15th

Street


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Table 2-4

CCPY Operating Requirements (Horizon Year)

Per the January 2012 CCPY Transit Operations Plan, local public transportation services will

generally maintain existing routings, service frequencies and hours of service. In addition to the

9A and 9E discussed earlier, no changes are proposed to Metrobus routes 9A, 10A, 10B, 10E,

23A, 23C or the existing ART or DASH routes in the CCPY project area. Figure 2-2 shows the

premium and other services proposed in the CCPY Transit Operations Plan to the left and right,

respectively.

Modifications to some of the existing Metrobus routes serving the Crystal City area were

b tl d i th M 2012 C l bi Pik T it I iti ti Alt ti

Peak One-Way Headway Vehicles Annual

Service From To Day

me

(Min.)

s .

(Mi.) Early AM Mid PM E. Eve Eve Peak Total Bus-Mi's. Bus-Hrs. Plat-Hrs.

9S Potomac Crystal Dr./ M-F 9.08 1.70 6 6 12 6 12 12 4 5 117,300 13,810 15,460

Yard 15th St. Sat 7.70 1.70 20 20 20 20 20 20 10,600 1,040 1,100

Sun 7.70 1.70 n/a 20 20 20 20 20 9,500 930 990

Route Pattern Totals 4 5 137,400 15,780 17,550

9X Braddock Pentagon City M-F 24.00 4.35 12 12 12 12 12 12 5 6 212,900 24,470 27,410

Road Metro Metro Sat 25.75 4.35 20 20 20 20 20 20 27,000 3,110 3,290

Sun 25.75 4.35 n/a 20 20 20 20 20 24,200 2,780 2,980


9A Huntington Pentagon M-F 38.00 7.40 30 30 30 30 30 60 3 4 150,400 15,440 17,290

Metro Metro Sat 35.00 7.40 30 30 30 30 30 60 31,100 3,220 3,410

Sun 34.00 7.40 60 60 40 40 40 60 22,300 2,320 2,480


9E Braddock Pentagon M-F 29.7 5.45 n/a n/a n/a n/a n/a n/a 2 3 5,500 570 640

Trippers Braddock Rosslyn M-F 35.7 9.35 n/a n/a n/a n/a n/a n/a 3 4 14,100 1,030 1,150

Pentagon Rosslyn M-F 12.0 3.65 n/a n/a n/a n/a n/a n/a 0 4,600 290 320

5 7 24,200 1,890 2,110

BUS TOTALS 17 22 629,500 69,010 76,520

Annual statistics assume 251 weekdays, 56 Saturdays/Holidays, and 58 Sundays/HolidaysPlatform hours assume bus hours are factored by 1.12 on weekdays, 1.06 on Saturdays, and 1.07 on Sundays


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Figure 2-2

CCPY Alignment and Bus Route Connections


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SECTION 3

BUILD ALTERNATIVE

3.1 Overview

This section describes the Build Alternative. The Build Alternative connects the Columbia Pike

streetcar with streetcar service in Crystal City, and modifies the CCPY supporting bus operations

within the Crystal City area.

3.2 Crystal City Streetcar

3.2.1. Streetcar Alignment and Stations

As currently planned, northbound, the Crystal City Streetcar will extend approximately 1.8 miles

from South Glebe Road to the terminus of the Columbia Pike Streetcar at 12th Street/S. Eads

Street. Its alignment would generally be along South Glebe Road, parallel to US 1, along Crystal

Drive, and along 12th Street. The northbound rail line will include 6 stations, of which the first5 stations will be shared with CCPY stops. Southbound, the Crystal City Streetcar will extend

approximately 1.8 miles from 12th Street/S. Eads Street to South Glebe Road, along 12th Street,

parallel to South Clark Street, along 18th Street, along Crystal Drive, parallel to US 1, and along

South Glebe Road. The southbound rail line will include 6 stations, of which the last 3 stations

will be shared with CCPY stops. Figure 3-1 shows the proposed alignment, station locations,

and operations in an exclusive transitway vs. in mixed traffic.

3.2.2. Streetcar Travel Time Estimates

Alignment travel time estimates were developed for the streetcar service between the South


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Figure 3-1

Crystal City Streetcar Alignment


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Dwell time at stations is assumed to be 20 seconds, per the Arlington County Streetcar Design

Criteria. As the streetcar alignment would operate at-grade, delays are assumed at each

signalized intersection. Signal delay times are calculated based on initial estimates of segmentlevels of service, intersection class, and greentime as a percentage of cycle length assumptions,

using TCRP Report 118 information. Using a similar calculation, signal delays are reduced by the

assumption that transit signal priority (TSP) is applied to each intersection in the corridor.

End-to-end travel times average 13.3 minutes, with an average operating speed of 8.1 mph.

Speeds are slightly slower in the southbound direction due to the operation in mixed traffic

between 18th

Street and Airport Access Road.

Table 3-1 summarizes the results of the travel time estimation for the Crystal City Streetcar.

Appendix A contains the detailed travel time estimates for the streetcar.

Table 3-1

Crystal City Streetcar Travel Time EstimatesNORTHBOUND SEGMENTS Streetcar


Distance Time Speed

S. Glebe Road Crystal Dr./33rd St. 0.24 0:02:04 7.09

Crystal Dr./33rd St. Crystal Dr./27th St. 0.25 0:01:32 9.71

Crystal Dr./27th St. Crystal Dr./20th St. 0.38 0:02:09 10.73

Crystal Dr./20th St. Crystal Dr./18th St. 0.23 0:01:58 7.11

Crystal Dr./18th St. 12th St./Clark St. 0.44 0:02:27 10.85

12th St./Clark St. 12th St./Eads St. 0.24 0:02:11 6.66

TOTALS 1.80 0:12:21 8.72

SOUTHBOUND SEGMENTS Streetcar


From To

F T


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3.2.3. Streetcar Service Plan

For the Build Alternative, it is assumed that all Columbia Pike Streetcar trips will continuethrough Crystal City to the South Glebe Road station. Thus, the streetcar service would serve all

Columbia Pike and Crystal City streetcar stations from Skyline Central Plaza to South Glebe

Road. Frequencies and spans of service are assumed to be equivalent to the Columbia Pike

Streetcar (shown earlier in Table 2-1). Thus, proposed weekday frequencies are 6 minutes from

5:30 a.m. to 7:00 p.m. and 12 minutes from 7:00 p.m. to 1:00 a.m. Saturday and Sunday

frequencies are 12 minutes all day, from 6:30 a.m. to 1:00 a.m. on Saturday and from 7:30 a.m.

to 11:30 p.m. on Sunday. Total hours of service are 19.5 hours on weekdays, 18.5 hours onSaturday, and 16.0 hours on Sunday.

3.2.4. Estimated Operating Requirements

Travel time estimates, layover times, distances, and operating assumptions for the streetcar

service were used to calculate the operating requirements (e.g., peak and fleet vehicles, annual

revenue-hours and revenue-miles). For the combined length of the Columbia Pike and Crystal

City Streetcar, 19 peak vehicles and 23 total vehicles would be required with a layover of 18.5%

of the 114-minute cycle time. Table 3-3 presents the estimates of the streetcar operating

requirements.

Table 3-3

Columbia Pike and Crystal City Streetcar Operating RequirementsPeak One-Way Headway Vehicles Annual

Service From To Day

me

(Min.)

st.

(Mi.) Early AM Mid PM E. Eve Eve Peak Total Car-Mi's. Car-Hr's.

Columbia Pike/ Skyline S. Glebe Rd M-F 46.48 6.68 6 6 6 6 12 12 19 23 552,900 79,440

Crystal City Central Plaza Sat 46.48 6.68 n/a 12 12 12 12 12 69,200 10,360

Sun 46.48 6.68 n/a 12 12 12 12 12 61,900 9,280


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3.2.5. Fare Assumptions

Per the Columbia Pike Alternatives Analysis/Environmental Assessment, the Columbia PikeStreetcar will not be a premium priced service with higher fares than buses. As the Columbia

Pike and Crystal City portions of the Arlington streetcar system will operate continuously from

end to end, fare assumptions for the streetcar service in the Build Alternative are the same as

for Metrobus service.

3.4 CCPY Bus Operations

With the introduction of streetcar service in the Build Alternative, the Metrobus route 9S

premium service included in the No-Build Alternative would be eliminated. This is because it is

duplicative of the streetcar service.

The proposed route 9X service included in the No-Build would be retained without

modification, as would the route 9A and 9E. Table 3-5 presents estimates of the operating

requirements for these four routes. Local and long-distance public transportation services

would remain as defined in the No-Build Alternative.

Table 3-5

Route 9 Operating Plan and Requirements with Crystal City StreetcarPeak One-Way Headway Vehicles Annual

Service From To Day

me

(Min.)

s .

(Mi.) Early AM Mid PM E. Eve Eve Peak Total Bus-Mi's. Bus-Hrs. Plat-Hrs.

9X Braddock Pentagon City M-F 24.00 4.35 12 12 12 12 12 12 5 6 212,900 24,470 27,410

Road Metro Metro Sat 25.75 4.35 20 20 20 20 20 20 27,000 3,110 3,290

Sun 25.75 4.35 n/a 20 20 20 20 20 24,200 2,780 2,980



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Table 3-7

Background Bus Route Service Changes

Service Route Route Pattern No-Build Build

Peak Midday Peak Midday

Premium 9S S Glebe Rd to 15th St, via CCPY transitway 6 15 n/a n/a Eliminate route and

replace with streetcar

service

9X Braddock Rd Metro to Pentagon City Metro, via

CCPY transitway, 15th St, and Hayes St

12 15 12 15 No change in alignment

Local 9A Huntington Metro to Pentagon Metro, via US 1

and Eads


9E Braddock Rd Metro to Pentagon Metro, via CCPY

transitway and Eads - reverse commute

2 AM

trips; 2

PM trips

n/a 2 AM

trips; 2

PM trips

n/a No change in alignment

9E Braddock Rd Metro to Rosslyn Metro, via CCPY

transitway, Eads, Pentagon Metro, and Jefferson

Davis Hwy- reverse commute

3 AM

trips; 3

PM trips

n/a 3 AM

trips; 3

PM trips


10E Braddock Rd Metro to Rosslyn Metro, via Mt.

Vernon Ave, Crystal City, Pentagon Metro, and

Jefferson Davis Hwy

8 AM

trips; 8

PM trips

n/a 8 AM

trips; 8

PM trips


16H Seminary Rd to Crystal City Metro, via Columbia

Pike, Pentagon City Metro

20 n/a n/a n/a Eliminate route

16J (PC) Culmore to Pentagon City Metro, via Columbia

Pike

n/a n/a 30 n/a New service

23A/23C Crystal City Metro to Tysons Westpark/Langley,

via Shirlington and Ballston-MU Metro


Long Haul

Express

PRTC Dale City and Lake Ridge to Pentagon Metro and

Crystal City

4 trips/hr

(each

service)

n/a 4 trips/hr

(each

service)

n/a Terminate at Crystal City

Metrorail

LCT Leesburg, Purcellville, Dulles North, Dulles South 11 trips n/a 11 trips n/a Terminate at Crystal City

Weekday FrequenciesAlignment Change

(from No-Build)


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Table 3-8

Background Bus Route Connections to Crystal City Streetcar Stations

.

Station # Station Name Dir. 9A 9E 9X

1A S. Glebe Rd SB

1B S. Glebe Rd NB

2A Crystal Dr/33rd St SB

2B Crystal Dr/33rd St NB

3A Crystal Dr/27th St SB

3B Crystal Dr/27th St NB

4A Crystal Dr/20th St NB

4B Crystal Dr/20th St SB

5 Crystal Dr/18th St NB

6A 12th St/Clark St NB

6B 12th St/Clark St SB

7 12th St/Eads St NB/SB

9 Clark St/18th St SB

Route Number10E 23A 23C PRTC LCT Quick's MARTZ FXC 597


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Appendix A

CRYSTAL CITY STREETCAR STATION-TO-STATION RUN TIME ESTIMATES


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A-2

BUILD: CRYSTAL CITY STREETCAR

Nor thbound Run Time Estimate

Stop Inter. Max. Segment Calc. Max. Coded Distance Run Time Delay Time Dwell Time Total Time

No. Intersection/Stop Class. TSP? g/c Speed LOS Speed Speed [ft] Incr Total (hr:min:sec) (hr:min:sec) (hr:min:sec) (hr:min:sec)

1B S. Glebe Road n/a n/a n/a 10,650 0.00 0:00:00 0:00:0035 B 30 15 0.01 0:00:06

New Signal: S. Glebe Rd/S. Clark St 3 Yes 0.60 10,720 0.01 0:00:07 0:00:1335 B 30 15 0.02 0:00:06

Start Curve - Glebe to Jeff Davis n/a n/a n/a 10,831 0.03 0:00:00 0:00:195 B 5 5 0.03 0:00:22

End Curve - Glebe to Jeff Davis n/a n/a n/a 10,992 0.06 0:00:00 0:00:4135 B 30 30 0.06 0:00:12

New Signal: Jefferson Davis Hwy/35th St 2 Yes 0.60 11,330 0.13 0:00:10 0:01:0435 B 30 30 0.02 0:00:02

Start Curve - S of 33rd St n/a n/a n/a 11,422 0.15 0:00:00 0:01:0635 B 30 30 0.07 0:00:10

Signal: Jefferson Davis Hwy/33rd St 2 Yes 0.60 11,800 0.22 0:00:10 0:01:2635 B 30 15 0.01 0:00:04

End Curve - N of 33rd St n/a n/a n/a 11,876 0.23 0:00:00 0:01:3035 B 30 10 0.01 0:00:06

2B Crystal Dr./33rd St. n/a n/a n/a 11,940 0.24 0:00:00 0:00:20 0:01:5635 B 30 10 0.01 0:00:05

Start Curve - S of 29th St n/a n/a n/a 11,980 0.25 0:00:00 0:02:0135 B 30 30 0.08 0:00:13

New Signal: Crystal Dr/29th St 3 Yes 0.60 12,410 0.33 0:00:07 0:02:22

35 B 30 30 0.02 0:00:03End Curve - N of 29th St n/a n/a n/a 12,531 0.36 0:00:00 0:02:25

35 B 30 30 0.06 0:00:08

Signal: Crystal Dr/Potomac Ave 2 Yes 0.50 12,870 0.42 0:00:14 0:02:4735 B 30 30 0.07 0:00:15

3B Crystal Dr./27th St. n/a n/a n/a 13,250 0.49 0:00:00 0:00:20 0:03:2235 B 30 15 0.01 0:00:06

Start Curve - S of Airport Access Rd n/a n/a n/a 13,325 0.51 0:00:00 0:03:2835 B 30 25 0.04 0:00:06

End Curve - S of Airport Access Rd n/a n/a n/a 13,512 0.54 0:00:00 0:03:3435 B 30 25 0.02 0:00:03


Signal: Crystal Dr/26th St 2 Yes 0.50 13,700 0.58 0:00:14 0:03:5335 B 30 25 0.02 0:00:03

End Curve - N of 26th St n/a n/a n/a 13,795 0.60 0:00:00 0:03:5635 B 30 30 0.15 0:00:18

Start Curve - S of 23rd St n/a n/a n/a 14,564 0.74 0:00:00 0:04:14

35 B 30 30 0.03 0:00:04End Curve - S of 23rd St n/a n/a n/a 14,732 0.77 0:00:00 0:04:18

35 B 30 30 0.01 0:00:01

Signal: Crystal Dr/23rd St 2 Yes 0.50 14,770 0.78 0:00:14 0:04:3435 B 30 30 0.02 0:00:03

Start Curve - N of 23rd St n/a n/a n/a 14,893 0.80 0:00:00 0:04:3735 B 30 30 0.02 0:00:02

End Curve - N of 23rd St n/a n/a n/a 14,984 0.82 0:00:00 0:04:3935 B 30 25 0.00 0:00:00

Start Curve - S of Stop 4A n/a n/a n/a 15,001 0.82 0:00:00 0:04:3935 B 30 25 0.03 0:00:05

Signal: Crystal Dr/Circular Drive South 3 Yes 0.60 15,160 0.85 0:00:07 0:04:5135 B 30 15 0.00 0:00:01

End Curve - S of Stop 4A n/a n/a n/a 15,175 0.86 0:00:00 0:04:5235 B 30 15 0.02 0:00:08

4A Crystal Dr./20th St. n/a n/a n/a 15,280 0.88 0:00:00 0:00:20 0:05:20

Distance [mi]


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A-3



4A Crystal Dr./20th St. n/a n/a n/a 15,280 0.88 0:00:00 0:00:20 0:05:2035 B 30 25 0.05 0:00:13

Signal: Crystal Dr/Circular Dr North 3 Yes 0.60 15,570 0.93 0:00:07 0:05:4035 B 30 30 0.05 0:00:06





End Curve - S of 18th St n/a n/a n/a 16,321 1.07 0:00:00 0:06:1235 B 30 30 0.01 0:00:10


5 Crystal Dr./18th St. n/a n/a n/a 16,510 1.11 0:00:00 0:00:20 0:07:0535 B 30 30 0.08 0:00:16

Signal: Crystal Dr/Water Park Towers 3 Yes 0.60 16,930 1.19 0:00:07 0:07:2835 B 30 30 0.00 0:00:00



End Curve - S of 15th St n/a n/a n/a 17,295 1.26 0:00:00 0:07:5135 B 30 30 0.01 0:00:02

Start Curve - N of 15th St n/a n/a n/a 17,373 1.27 0:00:00 0:07:5335 B 30 30 0.08 0:00:09


Start Curve - Crystal Dr to 12th St n/a n/a n/a 18,114 1.41 0:00:00 0:08:145 B 5 5 0.04 0:00:26

End Curve - Crystal Dr to 12th St n/a n/a n/a 18,303 1.45 0:00:00 0:08:4035 D 25 25 0.05 0:00:10

Start Curve - E of Clark St n/a n/a n/a 18,568 1.50 0:00:00 0:08:5035 D 25 25 0.05 0:00:08

End Curve - E of Clark St n/a n/a n/a 18,813 1.55 0:00:00 0:08:5835 D 25 10 0.01 0:00:05

6A 12th St./Clark St. n/a n/a n/a 18,850 1.55 0:00:00 0:00:20 0:09:23

Distance [mi]


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A-5

BUILD: STREETCAR

Southbound Run Time Estimate



7 12th St./Eads St. n/a n/a n/a 19,965 0.00 0:00:00 0:00:0035 A 35 25 0.04 0:00:11

Signal: 12th St/S. Eads St 2 No 0.50 19,740 0.04 0:00:17 0:00:2835 C 25 25 0.01 0:00:02

Start Curve - W of Eads St n/a n/a n/a 19,677 0.05 0:00:00 0:00:3035 C 25 25 0.02 0:00:02

End Curve - E of Eads St n/a n/a n/a 19,586 0.07 0:00:00 0:00:3235 C 25 25 0.10 0:00:15

New Signal: 12th St/Army Navy Dr 2 No 0.50 19,080 0.17 0:00:22 0:01:0935 C 25 15 0.01 0:00:02

Start Curve - Army Navy Dr n/a n/a n/a 19,039 0.18 0:00:00 0:01:1135 C 25 15 0.02 0:00:06

End Curve - Army Navy Dr n/a n/a n/a 18,932 0.20 0:00:00 0:01:1735 C 25 5 0.00 0:00:02

Start Curve - 12th St to S Clark St n/a n/a n/a 18,915 0.20 0:00:00 0:01:195 C 5 5 0.01 0:00:09

Signal: 12th St/Clark St. 2 No 0.50 18,850 0.21 0:00:22 0:01:50

5 C 5 5 0.01 0:00:10

End Curve - 12th St to S Clark St n/a n/a n/a 18,773 0.23 0:00:00 0:02:0035 C 25 5 0.01 0:00:07

6B Clark St./12th St. n/a n/a n/a 18,730 0.23 0:00:00 0:00:20 0:02:27

35 C 25 20 0.03 0:00:09Start Curve - S of 12th St n/a n/a n/a 18,591 0.26 0:00:00 0:02:36

35 C 25 25 0.02 0:00:04

End Curve - S of 12th St n/a n/a n/a 18,463 0.28 0:00:00 0:02:4035 C 25 25 0.11 0:00:16

Signal: S. Clark St/15th St 2 No 0.50 17,870 0.40 0:00:22 0:03:1835 A 35 30 0.13 0:00:16

Start Curve - S of 15th St n/a n/a n/a 17,209 0.52 0:00:00 0:03:3435 A 35 20 0.02 0:00:04

End Curve - S of 15th St n/a n/a n/a 17,116 0.54 0:00:00 0:03:3835 A 35 10 0.01 0:00:05

9 Clark St./18th St. n/a n/a n/a 17,075 0.55 0:00:00 0:00:20 0:04:03

Distance [mi]


23/24

A-6



9 Clark St./18th St. n/a n/a n/a 17,075 0.55 0:00:00 0:00:20 0:04:0335 A 35 5 0.01 0:00:07

Start Curve - S Clark St to 18th St n/a n/a n/a 17,035 0.55 0:00:00 0:04:105 A 5 5 0.01 0:00:09

Signal: S. Clark St/18th St 2 Yes 0.50 16,970 0.57 0:00:12 0:04:315 A 5 5 0.02 0:00:17

End Curve - S Clark St to 18th St n/a n/a n/a 16,846 0.59 0:00:00 0:04:4835 A 35 10 0.01 0:00:03

Signal: 18th St/Bell St 2 Yes 0.50 16,810 0.60 0:00:12 0:05:0435 A 35 15 0.01 0:00:03

Start Curve - Bell St n/a n/a n/a 16,762 0.61 0:00:00 0:05:0735 A 35 15 0.02 0:00:05

End Curve - Bell St n/a n/a n/a 16,662 0.63 0:00:00 0:05:1235 A 35 15 0.06 0:00:16

Start Curve - 18th St to Crystal Dr n/a n/a n/a 16,344 0.69 0:00:00 0:05:285 A 5 5 0.00 0:00:02

Signal: 18th St/Cyrstal Dr. 2 Yes 0.50 16,330 0.69 0:00:12 0:05:425 A 5 5 0.03 0:00:20

End Curve - 18th St to Crystal Dr n/a n/a n/a 16,183 0.72 0:00:00 0:06:0235 E 20 20 0.06 0:00:13

Start Curve - N of 20th St n/a n/a n/a 15,865 0.78 0:00:00 0:06:1535 E 20 20 0.01 0:00:02

Signal: Crystal Dr/20th St 2 Yes 0.50 15,810 0.79 0:00:33 0:06:5035 E 20 20 0.02 0:00:04

End Curve - S of 20th St n/a n/a n/a 15,684 0.81 0:00:00 0:06:5435 E 20 20 0.05 0:00:09

Signal: Crystal Dr/Circular Drive North 3 Yes 0.60 15,440 0.86 0:00:23 0:07:2635 E 20 15 0.01 0:00:06

4B Crystal Dr./20th St. n/a n/a n/a 15,370 0.87 0:00:00 0:00:20 0:07:5235 E 20 20 0.06 0:00:14

Signal: Crystal Dr/Circular Drive South 3 Yes 0.60 15,070 0.93 0:00:23 0:08:2835 E 20 20 0.01 0:00:01

Start Curve - S of Stop 4B n/a n/a n/a 15,032 0.93 0:00:00 0:08:2935 E 20 20 0.03 0:00:06

End Curve - S of Stop 4B n/a n/a n/a 14,858 0.97 0:00:00 0:08:3535 E 20 20 0.00 0:00:01

Start Curve - N of 23rd St n/a n/a n/a 14,842 0.97 0:00:00 0:08:3635 E 20 20 0.01 0:00:01

Signal: Crystal Dr/23rd St 2 Yes 0.50 14,800 0.98 0:00:33 0:09:1035 E 20 20 0.01 0:00:02

End Curve - N of 23rd St n/a n/a n/a 14,752 0.99 0:00:00 0:09:1235 E 20 20 0.03 0:00:05

Start Curve - S of 23rd St n/a n/a n/a 14,591 1.02 0:00:00 0:09:17

35 E 20 20 0.07 0:00:12End Curve - S of 23rd St n/a n/a n/a 14,241 1.08 0:00:00 0:09:29

35 E 20 20 0.11 0:00:20

Start Curve - N of 26th St n/a n/a n/a 13,659 1.19 0:00:00 0:09:4925 E 15 15 0.01 0:00:01

Signal: Crystal Dr/26th St 2 Yes 0.50 13,630 1.20 0:00:33 0:10:2325 E 15 15 0.03 0:00:07

End Curve - N of 26th St n/a n/a n/a 13,476 1.23 0:00:00 0:10:3035 C 25 20 0.02 0:00:03

Start Curve - S of 26th St n/a n/a n/a 13,383 1.25 0:00:00 0:10:3335 C 25 20 0.04 0:00:07


3A Crystal Dr./27th St. n/a n/a n/a 13,130 1.29 0:00:00 0:00:20 0:11:06

Distance [mi]


24/24

A-7



3A Crystal Dr./27th St. n/a n/a n/a 13,130 1.29 0:00:00 0:00:20 0:11:0635 C 25 25 0.06 0:00:13

Signal: Crystal Dr/27th St/Potomac Ave 2 Yes 0.50 12,830 1.35 0:00:17 0:11:3635 C 25 25 0.08 0:00:12

Start Curve - N of 29th St n/a n/a n/a 12,391 1.43 0:00:00 0:11:4835 C 25 25 0.02 0:00:03

Signal: Crystal Dr/29th St 3 Yes 0.60 12,270 1.46 0:00:09 0:12:0035 C 25 25 0.08 0:00:14


2A Crystal Dr./33rd St. n/a n/a n/a 11,790 1.55 0:00:00 0:00:20 0:12:3935 C 25 10 0.01 0:00:05

Start Curve - S of 33rd St n/a n/a n/a 11,739 1.56 0:00:00 0:12:4435 C 25 10 0.00 0:00:01

Signal: Jefferson Davis Hwy/33rd St 2 Yes 0.60 11,730 1.56 0:00:13 0:12:5835 C 25 25 0.09 0:00:14

End Curve - S of 33rd St n/a n/a n/a 11,281 1.64 0:00:00 0:12:4535 C 25 25 0.01 0:00:01

Signal: Jefferson Davis Hwy/35th St 2 Yes 0.60 11,230 1.65 0:00:13 0:12:5935 C 25 25 0.07 0:00:14

Start Curve - Jeff Davis to Glebe n/a n/a n/a 10,846 1.73 0:00:00 0:13:135 C 5 5 0.03 0:00:24

End Curve - Jeff Davis to Glebe n/a n/a n/a 10,669 1.76 0:00:00 0:13:3735 C 25 15 0.01 0:00:04

Signal: S. Glebe Rd/S. Clark St 3 Yes 0.60 10,590 1.78 0:00:09 0:13:5035 C 25 15 0.02 0:00:08

1A S. Glebe Road n/a n/a n/a 10,490 1.79 0:00:00 0:00:20 0:14:18

Totals 1.79 0:07:20 0:05:25 0:02:00 0:14:18

Avg. Speed (mph): 7.53

Distance [mi]

Transit Operations Plan 10-4-2013_FINAL

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Transcript of Transit Operations Plan 10-4-2013_FINAL