Modal Investigation Report APPENDIX A Transit Maps photo ID is required. ... Bus Policies For Customer Safety & Comfort Normas del autobus 3 Please be at the bus stop five minutes

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RTA

Modal Investigation Report

APPENDIX A – Transit Maps April 2016

Technical Memorandums 3 and 4

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Appendix A- Table of Contents

Map Page City of Annapolis Transit Services ............................................................................................ 1

Anne Arundel Community College – Arnold Campus ............................................................... 2

RTA – Route 201/J ............................................................................................................... 3, 4

MTA Regional Transit Map – Northeast Anne Arundel County ................................................ 5

/

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Main St.

Department of

6/12/13

BUS ROUTES & MAJOR STOPSMONDAY – SATURDAY

MONDAY – SATURDAY

MONDAY – SATURDAY

MONDAY – FRIDAY

MONDAY – SUNDAY

MONDAY – SATURDAY

MON – SAT EVENINGS, SUNDAYS

Red RouteWestfield Mall to Eastport via Admiral Drive and Hilltop Lane Anne Arundel Medical Center - Admiral Oaks, Annapolis Marketplace, Hilltop Lane, Eastport Plaza.

Yellow RouteWestfield Mall to Riva Road - Westfield Mall, Housely Road, Riva Road, Truman Parkway, Heritage Court, Admiral Chocrane Drive.

Green RouteWestfield Mall to Eastport via West Street - West Street Library, Church Circle, Main Street, Eastport Plaza.

Orange RouteDowntown Annapolis to Forest Drive via Spa Road - Church Circle, Calvert Street, West Street, Spa Road, Copeland Road, Annapolis Marketplace, Newtowne, Robinwood, Hilltop Lane.

Gold RouteEdgewater to Arnold/AACC via Bestgate and Westfield Mall South River Colony - Maryland Route 2, Admiral Cochrane Drive, Harbor Center, Westfield Mall, Anne Arundel Medical Center, Bestgate Road, Rowe Blvd, Church Circle, Ritchie Highway, Arnold, Anne Arundel Community College, Sojourner-Douglass College, K-Mart at S. River Colony.

Brown RouteWestfield Mall to Eastport via Forest Drive - Forest Drive, Old Solomons Island Road, Copeland Road, Annapolis Marketplace, Newtowne, Robinwood, Bay Forest Center, Eastport Plaza.

Purple Route N.Westfield Mall to Eastport via Annapolis Towne Center & Church Circle - Westfield Mall, Housley Road, Annapolis Towne Center, West Street Library, Church Circle, Main Street, Eastport Plaza.

Purple Route S.Westfield Mall to Eastport via Annapolis Towne Center & Church Circle - Westfield Mall, Housley Road, Forest Drive, Annapolis Marketplace, Hilltop Lane, Bay Forest Center, Eastport Plaza.

MON – SAT EVENINGS, SUNDAYS

Please see individual Route Maps for detailed routes and schedules.

Fares and Services (Effective 4/30/12)

Regular Transit Service and FaresA basic one-way fare is $2.00. A one day, all day pass, for unlimited rides is $4.00. Weekly and Monthly Passes are also available.

Reduced Fares Available to seniors 60 years and over, students and disabled persons who walk to a bus stop. This reduced fare is one-half the basic one-way fare. Valid photo ID is required. A valid photo ID includes any government issued photo ID, school issued photo ID and/or Medicare card with any valid government issued photo ID.

Paratransit FareThis one-way cash fare is double the basic one-way fare.

Tarifas de Autobus (Efectivo 30 de abril de 2012)

Servicio de Tránsito RegularUna tarifa de dirección única básica es $2.00. Un día, paso de todo el día, para viajes ilimitados es de $4.00. Los Pases semanales y Mensuales también están disponibles.

Pasajes Reducidos Tarifa reducida para personas mayores de 60 años o más, los estudiantes y las personas discapacitadas que caminan a una parada de autobus. Esta tarifa reducida es una mitad de la tarifa de dirección única básica. Se requiere identificación válida con foto. Una foto de identificación válida incluye cualquier identificación con fotografía emitida por el gobierno, la escuela identificación oficial vigente con fotografía y/o tarjeta de Medicare con cualquier identificación con fotografía emitida por el gobierno.

Servicio de paratránsito La tarifa en efectivo de dirección única es doble la tarifa de dirección única básica.

Bus Policies For Customer Safety & ComfortNormas del autobus 3 Please be at the bus stop five minutes before expected arrival.3 Por favor presente en el autobus cinco minutos antes de la llegada esperada.

3 Please have your fare ready before boarding.3 Por favor tenga su precio del billette se prepara abordar antes.

3 No eating food, or drinking beverages of any type.3 No comer alimento o bebidas potables san prohibidos.

3 No loud or offensive behavior, playing of radios or other audio devices (including cell phones) without earphones.

3 No conducta fuerte ni ofensiva, ni jugar radios o otros dispositivos de audio (incluyendo telefonos celulares) sin audiofonos..

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Baltimore-Annapolis Blvd

MountainRd

Freetown Rd

Whitaker Rd

Dorsey Rd

Dorsey Rd

97

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100

100 10

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1ArundelMills Mall202, 501, 502,MTA: 17, 201

2ITT Tech-Hanover

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CromwellLight RailStationMTA: 14, light rail

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Sun ValleyShopping

Center

FreetownVillage

Ridge Rd

Leeds Rd

Candlewood Rd

Hawkins Dr

Old Telegraph Rd

Connelley Dr

McCormick Dr Delaware Ave

Kuethe Rd

Glen Rd

Chester Cir

Marley N

eck Rd

Marley N

eck Blvd

Phyllis D

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Faywood Ave

WB&A Rd

Pascal Senior Center

New

Freetown Rd

Long Hill Rd

Maple Ln

Oak Ln

Aviation Blvd

Govenor Ritchie Hw

y

GlenBurnie

Freetown

ArundelMills

Bus Route

Bus Stop & Timepoint

Bus Stop

Bus Route - Limited Service

Transfer Routes

schematic mapnot to scale

501

Monday–Sunday Service Effective April 1, 2015

BUS SCHEDULE

Arundel Mills Mall

ITT Tech - Hanover

Cromwell Light Rail Station

Sun Valley Shopping Center

Freetown Village

Route 201/J

Route 201/J

For information on route changes during inclement weather, contact RTA at 800.270.9553 or listen for notifi cations on local radio and television stations.

Inclement Weather

When you take RTA to work and you have an emergency, you are eligible for the Guaranteed Ride Home Program through Commuter Connections.To register, call 1-800-745-RIDE (7433).

Guaranteed Ride Home

RTA is your connection to all corners of Central Maryland, including Howard County, Anne Arundel County, City of Laurel and Northern Prince George’s County. Hop on and let us take you to work, school, shopping or anywhere else you need to go!

Welcome Aboard!

800.270.9553transitRTA.comfor RTA transit information

Follow us on [email protected]

FARES

Regular Fare (Per Trip)................... $2.00

One-Way Reduced......................... $1.00

Daily Pass (Sold on Bus) .............. $5.00

Reduced Daily Pass (Sold on Bus) $2.50

Transfer...........................................MTA Charm and WMATA Smartrip Cardsaccepted at designated shared bus stops.Card must be presented

$1.00

Children Under 5............................ Free

Reduced fares are available for seniors, persons with disabilities and a valid medicare card.

All customers must pay full fare in order to board the bus. Exact fare is required; please have your fare or pass ready when boarding. Cash refunds are not available.

Monthly Passes are available. Contact RTA for more information on fare options.

People who have a speech or hearing disability, please use Relay or 7-1-1.

This schedule was printed on recycled paper using recycled ink.

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On all timetables, bold numerals indicate PM times

MONDAY–FRIDAYto Freetown Village . . . . . . . . . . . . . . . . . . . . . . . . to Arundel Mills Mall . . . . . . . . . . . . . . . . . . . . . . .

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6:30 6:48 7:00 7:14 7:206:45 6:53 7:06 7:20 7:25 7:25 7:30 7:45 7:59 8:057:30 7:38 7:51 8:05 8:10 8:10 8:15 8:30 8:44 8:508:15 8:23 8:36 8:50 8:55 8:55 9:00 9:15 9:29 9:359:00 9:08 9:21 9:35 9:40 9:40 9:45 10:00 10:14 10:209:45 9:53 10:06 10:20 10:25 10:25 10:30 10:45 10:59 11:05

11:15 11:23 11:36 11:50 11:55 11:55 12:00 12:15 12:29 12:3512:45 12:53 1:06 1:20 1:25 1:25 1:30 1:45 1:59 2:052:15 2:23 2:36 2:50 2:55 2:55 3:00 3:15 3:29 3:353:45 3:53 4:06 4:20 4:25 4:25 4:30 4:45 4:59 5:054:30 4:38 4:51 5:05 5:10 5:10 5:15 5:30 5:44 5:505:15 5:23 5:36 5:50 5:55 5:55 6:00 6:15 6:29 6:356:00 6:08 6:21 6:35 6:40 6:40 6:45 7:00 7:14 7:206:45 6:53 7:06 7:20 7:25 7:25 7:30 7:45 7:59 8:057:30 7:38 7:518:15 8:23 8:36 8:50 8:55 8:55 9:00 9:15 9:29 9:359:45 9:53 10:06 10:20 10:25 10:25 10:30 10:45 10:59 11:05

11:15 11:23 11:36 11:50 11:55

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SATURDAYto Freetown Village . . . . . . . . . . . . . . . . . . . . . . . . . . to Arundel Mills Mall . . . . . . . . . . . . . . . . . . . . . . . .

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8:36 8:50 8:55 8:55 9:00 9:15 9:29 9:359:45 9:53 10:06 10:20 10:25 10:25 10:30 10:45 10:59 11:05

11:15 11:23 11:36 11:50 11:55 11:55 12:00 12:15 12:29 12:3512:45 12:53 1:06 1:20 1:25 1:25 1:30 1:45 1:59 2:05

2:15 2:23 2:36 2:50 2:55 2:55 3:00 3:15 3:29 3:353:45 3:53 4:06 4:20 4:25 4:25 4:30 4:45 4:59 5:055:15 5:23 5:36 5:50 5:55 5:55 6:00 6:15 6:307:58 8:09 8:23 8:28 8:35 8:40 8:55 9:10

10:23 10:39 10:53 10:58

SUNDAY10:33 10:49 11:03 11:08 11:15 11:20 11:35 11:501:03 1:19 1:33 1:38 1:45 1:50 2:05 2:203:33 3:49 4:03 4:08 4:15 4:20 4:35 4:506:03 6:19 6:33 6:38 6:45 6:50 7:05 7:20

1 12 23 4 5 5 4 35

READING THE SCHEDULE & RIDING THE BUSFirst, find the schedule for the day of week you wish to travel: MONDAY–FRIDAY, SATURDAY or SUNDAY.

Next, find the TIMEPOINT closest to your origin and destination. The schedule lists timepoints only; additional stops are available and are not shown in the schedule. BOLD NUMERALS indicate PM times.

Finally, look below your timepoint to see when buses depart from that location. Arrive at your bus stop 5–10 minutes early so that we don’t miss you!

Have your fare ready as the bus approaches. Pay your fare upon boarding and take a seat. Please refrain from eating, drinking and smoking while on the bus. Use earphones if you’re listening to music. Enjoy the ride!

HOLIDAYSOn holidays, RTA follows these schedules:

New Year’s Day No ServiceMartin Luther King Jr Day Monday–FridayPresident’s Day Monday–FridayMemorial Day SundayIndependence Day SundayLabor Day SundayColumbus Day Monday–FridayVeterans Day Monday–FridayThanksgiving Day No ServiceChristmas Day No Service

ADA PARATRANSITFor ADA paratransit service, please call

RTA Mobility at 800.270.9553.

MD TRIP(Maryland Transportation Resource Information Point)

The TRIP Program offers trip planning, real time businformation, maps and schedules.

Please visit www.MDTRIP.org or 877.331.TRIP (8747).

Title VI InformationThe RTA fully complies with Title VI of the Civil Rights Act of 1964. For the full policy, Please visit www.transitRTA.com.

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Cover Page

RTA


APPENDIX B – Transit Service Descriptions April 2016



Modal Investigation Report January 2016

Page i

Appendix B- Table of Contents

Section Page

1. Express Rail................................................................................................................. 1

2. Regional Rail ............................................................................................................... 1

3. Subway ........................................................................................................................ 2

4. Other Rapid Transit ...................................................................................................... 3

5. Electric Bus .................................................................................................................. 5

6. Water Taxi ................................................................................................................... 5

Appendix B - Table of Figures

Section Page

Figure 1 - San Francisco's BART Express Rail .......................................................................... 1

Figure 2 - Toronto's GO Transit Lakeshore Line ........................................................................ 2

Figure 3 - Baltimore's Light Rail Transit ...................................................................................... 3

Figure 4 - Cleveland's Bus Rapid Transit ................................................................................... 4

Figure 5 - Electric Bus ................................................................................................................ 5

Figure 6 - Water Taxi ................................................................................................................. 6

Appendix B – Transit Service Descriptions January 2016

1

1. Express Rail

Express Rail comprises high-speed trains, typically electric, serving primarily longer-distance regional trips with two-way all-day service. Trains typically run on grade-separated tracks. Some of these may be on existing railway rights-of-way, but dedicated tracks are usually required to eliminate interference with slower traffic (e.g. freight). Express Rail does not currently exist in Canada, but BART in the San Francisco Bay Area is an example. The RER (Réseau Express Régional) network in Paris is another; this is a system made up of former suburban lines linked by new subway sections in the

central area. London, England, is planning a similar line called CrossRail. Express Rail differs from Regional Rail in its overall performance – primarily defined as speed and frequency – and the fact that Express Rail is generally electric. Average Speed: Express Rail trains can run at speeds of up to 130 kilometers per hour (km/h) but their average speed ranges between 50 and 80 km/h. Frequency: As low as five (5) minutes.

Station Spacing: Stations are generally far apart (2-5 kilometers (km) or more) but possibly less in urban areas.

Capacity: The capacity of Express Rail ranges between 25,000 and 40,000 passengers per hour (in the peak hour, per peak direction).

Overlap: There may be overlap between Express Rail and more conventional Regional Rail if trains operate close to the same average speed, frequency and capacity.

Cost per vehicle: An Express Rail trainset costs approximately $30M

Cost per kilometer: The first additional track costs approximately $20-50M per km

2. Regional Rail

The Regional Rail category includes rail passenger services that operate on standard railway tracks (as noted above, Express Rail differs mainly from Regional Rail in its overall performance). Trains can share tracks with freight and/or intercity trains, or run on their own. Depending on the infrastructure available and the demand, regional train services can operate all day in both directions at various frequencies, as does the Toronto, Canada GO Transit Lakeshore Line today, or operate in one direction in the morning, returning at night as on several other current GO Transit rail lines. Trains can be pulled by diesel-electric locomotives like current GO Transit trains or by electric locomotives as in New York or Montréal. Railcars can also be self-powered Diesel Multiple Units (DMUs) or Electric Multiple Units (EMUs). The Deux-Montagnes line in Montréal uses EMUs. Average Speed: Trains operate at maximum speeds exceeding 100 km/h, but the typical average speed ranges between 30 and 50 km/h. Frequency: As low as 10 minutes. Station Spacing: Stations are typically about 2-5 km apart,

Figure 1 - San Francisco's BART Express Rail


2

possibly less in urban areas and more in less populated areas. Capacity: The capacity of regional rail ranges between 5,000 and 20,000 passengers per hour (in the peak hour, per peak direction). Overlap: At the higher end of speed and capacity, Regional Rail services may overlap with Express Rail. At the bottom end, regional rail overlaps with Light Rail Transit, especially with tram-trains, which can function as trains outside of built up areas or to take advantage of an existing rail corridor to provide an express service. Cost per vehicle:

A train car costs approximately $2.0M (2-level)

A conventional locomotive costs approximately $2.5M

An electric locomotive costs approximately $4.5M Cost per kilometer

A kilometer of standard rail track costs approximately $4.0M (assuming use of existing tracks and right-of-way, and excluding land which can cost up to approx. $200 - $500/m2).

A kilometer of electrified rail costs approximately $5.0M (includes only wire, catenary structures and substations).

3. Subway

Subways are high capacity, heavy rail systems that are fully grade-separated from other traffic and predominantly underground, on fully dedicated tracks. Most subway trains today are operated manually but many new subway lines are now automated. Average Speed: The average speed is 25 to 50 km/h depending on station spacing.

Frequency: As low as 90 seconds with automated trains.

Station Spacing: Stations are typically about 500 meters to 1 km apart in dense areas and about 2 km apart in less dense areas.

Capacity: The capacity of subway ranges between 25,000 and 40,000 passengers per hour (in the peak hour, per peak direction).

Overlap: Subways overlap with Express Rail at high speeds, high capacity and wide station spacing. With smaller cars, short station spacing and lower speeds, subway can overlap with Light Rail Transit (LRT) or Automated Guided Transit (AGT).

Cost per vehicle: A subway car costs approximately $3M ($18M per 6-car train).

Cost per kilometer:

A kilometer of subway costs approximately $250 – 300M (including stations).

Figure 2 - Toronto's GO Transit Lakeshore Line


3

4. Other Rapid Transit

Other Rapid Transit is a broad category used in the RTP that includes all other transit modes that completely or mostly operate in their own rights-of-way, protected from mixed traffic. Other Rapid Transit includes Bus Rapid Transit (BRT) and Light Rail Transit (LRT) as well as Automated Guided Transit (AGT). It also includes buses operating in mixed traffic on controlled-access expressways that employ congestion management such as tolls, thereby allowing the buses to maintain high average speeds.

Figure 3 - Baltimore's Light Rail Transit

Rapid transit vehicles can be diesel-powered (mostly buses) or electric (LRT, AGT, tram-trains, trolleybuses).

Rapid Transit services are typically marketed as premium services with high frequencies, upgraded stop or station amenities, express boarding through all doors, and real-time information systems.

Rapid Transit overlaps with subways at the high end of speed and capacity, and with conventional surface transit at the lower end.

Automated Guided Transit (AGT), also called Automated Light Rail Transit (ALRT), operates on exclusive rights-of-way, completely protected from traffic, even at intersections. Other forms of Rapid Transit can operate on existing roads, stopping at intersections.

Light Rail Transit (LRT) uses dedicated tracks, and trains are protected from traffic but typically stop for other traffic at intersections.

Tram-trains are special vehicles that can operate on streetcar tracks in urban settings and on conventional rail tracks outside of urban areas. Their application in North America has been limited to date due to safety standards for vehicles operating in mainline rail corridors.


4

LRT generally enjoys a more positive image, better ride quality and a stronger positive impact on urban development (and greater opportunities for value capture) than BRT.

Particularly in dense urban areas, LRT can provide a more pedestrian-friendly environment, vehicles produce no emissions along the line and much lower noise.

LRT is limited to tracks, requires more transfers than buses and offers less service/routing flexibility.

o LRT involves longer implementation and requires special facilities and infrastructure (e.g. yards).

Figure 4 - Cleveland's Bus Rapid Transit

Bus Rapid Transit (BRT) is a premium bus service with the characteristics of Rapid Transit outlined above (protection from traffic, premium vehicles, high frequencies, enhanced station amenities, express boarding, information systems). BRT systems generally operate alongside arterial roads or expressways.

BRT vehicles can offer transfer-free service with conventional buses using dedicated busways for only part of the trip, and can offer greater routing and service flexibility as a result.

BRT typically uses more specialized or larger vehicles than conventional bus services. Articulated buses can carry up to 200 passengers.

BRT can be implemented progressively, as ridership builds. 10 BACKGROUNDER: Transit Technologies Average Speed: Other Rapid Transit vehicles operate at average speeds of 15-40 km/h (higher for dedicated bus transit ways on controlled-access expressways or in mixed traffic on tolled controlled access expressways).

Frequency: As low as 90 seconds.

Station Spacing: Approximately 500 meters between stations, which can be higher in less populated areas and lower in heavily populated areas.


5

Capacity: Between 2,000 and 25,000 passengers per hour (in the peak hour, per peak direction).

Cost per vehicle: An AGT/ALRT car costs approximately $3 – 3.5M.

An LRT vehicle costs approximately $3 to $5M per 30m articulated vehicle.

A 60-foot BRT bus costs approximately $1M per vehicle Cost per kilometer:

o A kilometer of AGT/ALRT costs approximately $150M (assuming elevated guideway and including stations)

A kilometer of LRT track costs approximately $35 – 40M, $150M underground.

• A kilometer of busway costs approximately $25 – 50M

5. Electric Bus

Due to concerns about diesel-powered buses causing poor air quality, transit systems in the United States are increasingly looking towards different propulsion systems. Though natural gas-powered buses are quickly becoming the norm - a trend that I would expect to accelerate in the future as an enormous amount of natural gas supply has been discovered in the United States, causing a significant decline in the price of the gas - another alternative looked at has been electric buses. Electric buses are powered solely by batteries, and should not be confused with hybrid buses, which are powered both by batteries and either a gasoline or diesel engine that activates after the bus has gone a certain distance. 6. Water Taxi

Water taxis are watercrafts used to provide public or private transport over bodies of water. They are generally utilized in urban areas and can be operated by public agencies, private operators, or in public-private partnerships. Service can be scheduled with multiple stops or on demand to various locations. Water-based transit can be effective in managing transportation demand by providing critical connections and providing new capacity to overburdened roadways. As water taxis are unaffected by traffic congestion, they can provide passengers with immediate connections. They can also provide essential transportation resources in the event of a natural disaster. Integrating water-based transit with land-based transit expands the transportation network to serve a wider variety of needs and provide important connections for communities of all sizes. Baltimore City currently operates a highly-utilized water taxi service.

Figure 5 - Electric Bus

http://publictransport.about.com/od/System_Profiles/a/Cities-With-The-Best-And-Worst-Transit-Systems.htm

http://publictransport.about.com/od/System_Profiles/a/Cities-With-The-Best-And-Worst-Transit-Systems.htm

http://publictransport.about.com/od/Transit_Vehicles/a/How-Transit-Agencies-Decide-On-What-Buses-To-Purchase-Part-2-Propulsion-System.htm


6

Figure 6 - Baltimore Water Taxi

Cover Page


RTA


APPENDIX C – HCM and VISSIM Reports April 2016


APPENDIX C – HCM and VISSIM Reports HCM Reports

HCM Signalized Intersection Capacity Analysis AM 2040 no buildCollege Parkway @ MD 2 4/18/2016

Baseline Synchro 7 - Report%user_name% Page 1

Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 368 1185 1171 285 1199 920Future Volume (vph) 368 1185 1171 285 1199 920Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 7.0 4.0 8.0 8.0 7.0 8.0Lane Util. Factor 0.94 1.00 0.91 1.00 0.97 0.91Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 4990 1583 5085 1583 3433 5085Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 4990 1583 5085 1583 3433 5085Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 106% 106% 123% 106% 106% 116%Adj. Flow (vph) 424 1365 1566 328 1381 1160RTOR Reduction (vph) 0 0 0 225 0 0Lane Group Flow (vph) 424 1365 1566 103 1381 1160Turn Type Prot Free NA Perm Prot NAProtected Phases 4 6 5 2Permitted Phases Free 6Actuated Green, G (s) 14.0 100.0 30.0 30.0 34.0 71.0Effective Green, g (s) 14.0 100.0 30.0 30.0 34.0 71.0Actuated g/C Ratio 0.14 1.00 0.30 0.30 0.34 0.71Clearance Time (s) 7.0 8.0 8.0 7.0 8.0Vehicle Extension (s) 3.0 6.0 6.0 3.5 6.0Lane Grp Cap (vph) 698 1583 1525 474 1167 3610v/s Ratio Prot 0.08 0.31 c0.40 0.23v/s Ratio Perm c0.86 0.07v/c Ratio 0.61 0.86 1.03 0.22 1.18 0.32Uniform Delay, d1 40.4 0.0 35.0 26.2 33.0 5.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.9 6.4 30.2 0.7 91.5 0.2Delay (s) 44.3 6.4 65.2 26.9 124.5 5.7Level of Service D A E C F AApproach Delay (s) 15.4 58.5 70.3Approach LOS B E E

Intersection SummaryHCM 2000 Control Delay 50.9 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.17Actuated Cycle Length (s) 100.0 Sum of lost time (s) 22.0Intersection Capacity Utilization 89.8% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis PM 2040 no buildCollege Parkway @ MD 2 4/18/2016


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 309 934 1694 379 1288 1225Future Volume (vph) 309 934 1694 379 1288 1225Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 7.0 4.0 8.0 8.0 7.0 8.0Lane Util. Factor 0.94 1.00 0.91 1.00 0.97 0.91Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 4990 1583 5085 1583 3433 5085Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 4990 1583 5085 1583 3433 5085Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 106% 106% 123% 106% 106% 116%Adj. Flow (vph) 356 1076 2265 437 1484 1545RTOR Reduction (vph) 0 0 0 209 0 0Lane Group Flow (vph) 356 1076 2265 228 1484 1545Turn Type Prot Free NA Perm Prot NAProtected Phases 4 6 5 2Permitted Phases Free 6Actuated Green, G (s) 13.0 100.0 32.0 32.0 33.0 72.0Effective Green, g (s) 13.0 100.0 32.0 32.0 33.0 72.0Actuated g/C Ratio 0.13 1.00 0.32 0.32 0.33 0.72Clearance Time (s) 7.0 8.0 8.0 7.0 8.0Vehicle Extension (s) 3.0 6.0 6.0 3.5 6.0Lane Grp Cap (vph) 648 1583 1627 506 1132 3661v/s Ratio Prot 0.07 c0.45 c0.43 0.30v/s Ratio Perm c0.68 0.14v/c Ratio 0.55 0.68 1.39 0.45 1.31 0.42Uniform Delay, d1 40.8 0.0 34.0 27.0 33.5 5.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.3 2.4 180.3 2.9 146.3 0.4Delay (s) 44.1 2.4 214.3 29.9 179.8 6.0Level of Service D A F C F AApproach Delay (s) 12.7 184.5 91.2Approach LOS B F F

Intersection SummaryHCM 2000 Control Delay 110.7 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.30Actuated Cycle Length (s) 100.0 Sum of lost time (s) 22.0Intersection Capacity Utilization 104.2% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis AM 2040 no buildCollege Parkway @ Jones Station 4/18/2016


Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 8 640 81 5 861 15 52 4 0 27 16 37Future Volume (vph) 8 640 81 5 861 15 52 4 0 27 16 37Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.97 1.00Satd. Flow (prot) 1770 1833 1770 1858 1770 1863 1806 1583Flt Permitted 0.17 1.00 0.31 1.00 0.73 1.00 0.81 1.00Satd. Flow (perm) 324 1833 577 1858 1354 1863 1502 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 106% 100% 100% 106% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 9 737 88 5 992 16 57 4 0 29 17 40RTOR Reduction (vph) 0 3 0 0 0 0 0 0 0 0 0 37Lane Group Flow (vph) 9 822 0 5 1008 0 57 4 0 0 46 3Turn Type pm+pt NA pm+pt NA Perm NA Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 6 2 4 8 8Actuated Green, G (s) 75.7 75.7 75.5 75.5 8.5 8.5 8.5 8.5Effective Green, g (s) 75.7 75.7 75.5 75.5 8.5 8.5 8.5 8.5Actuated g/C Ratio 0.76 0.76 0.76 0.76 0.08 0.08 0.08 0.08Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 259 1387 445 1402 115 158 127 134v/s Ratio Prot 0.00 c0.45 0.00 c0.54 0.00v/s Ratio Perm 0.03 0.01 c0.04 0.03 0.00v/c Ratio 0.03 0.59 0.01 0.72 0.50 0.03 0.36 0.03Uniform Delay, d1 7.9 5.4 5.8 6.6 43.7 42.0 43.2 42.0Progression Factor 1.00 1.00 0.34 0.73 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 1.9 0.0 2.9 3.3 0.1 1.8 0.1Delay (s) 7.9 7.2 2.0 7.7 47.0 42.0 45.0 42.0Level of Service A A A A D D D DApproach Delay (s) 7.2 7.7 46.7 43.6Approach LOS A A D D

Intersection SummaryHCM 2000 Control Delay 10.2 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.71Actuated Cycle Length (s) 100.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 72.3% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 AM Peak with WideningCollege at Jones Station 4/18/2016


Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 8 640 81 5 861 15 52 4 0 27 16 37Future Volume (vph) 8 640 81 5 861 15 52 4 0 27 16 37Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00Frt 1.00 0.98 1.00 1.00 1.00 1.00 0.94Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.98Satd. Flow (prot) 1770 3483 1770 3531 1770 1863 1717Flt Permitted 0.27 1.00 0.33 1.00 0.60 1.00 0.89Satd. Flow (perm) 496 3483 612 3531 1120 1863 1547Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 106% 100% 100% 106% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 9 737 88 5 992 16 57 4 0 29 17 40RTOR Reduction (vph) 0 6 0 0 1 0 0 0 0 0 25 0Lane Group Flow (vph) 9 820 0 5 1007 0 57 4 0 0 61 0Turn Type pm+pt NA pm+pt NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 6 2 4 8Actuated Green, G (s) 103.3 102.5 103.3 102.5 11.7 11.7 11.7Effective Green, g (s) 103.3 102.5 103.3 102.5 11.7 11.7 11.7Actuated g/C Ratio 0.79 0.79 0.79 0.79 0.09 0.09 0.09Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 401 2746 493 2784 100 167 139v/s Ratio Prot c0.00 0.24 0.00 c0.29 0.00v/s Ratio Perm 0.02 0.01 c0.05 0.04v/c Ratio 0.02 0.30 0.01 0.36 0.57 0.02 0.44Uniform Delay, d1 4.3 3.8 3.6 4.1 56.7 53.9 56.1Progression Factor 1.00 1.00 1.00 0.82 1.00 1.00 1.00Incremental Delay, d2 0.0 0.3 0.0 0.4 7.3 0.1 2.2Delay (s) 4.3 4.1 3.6 3.7 64.0 54.0 58.3Level of Service A A A A E D EApproach Delay (s) 4.1 3.7 63.3 58.3Approach LOS A A E E

Intersection SummaryHCM 2000 Control Delay 8.0 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.38Actuated Cycle Length (s) 130.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 57.1% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis PM 2040 no buildCollege Parkway @ Jones Station 4/18/2016


Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 35 914 49 5 510 26 195 41 5 15 15 21Future Volume (vph) 35 914 49 5 510 26 195 41 5 15 15 21Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.98 1.00Satd. Flow (prot) 1770 1849 1770 1850 1770 1835 1817 1583Flt Permitted 0.34 1.00 0.08 1.00 0.74 1.00 0.87 1.00Satd. Flow (perm) 627 1849 149 1850 1372 1835 1626 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 106% 100% 100% 106% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 38 1053 53 5 588 28 212 45 5 16 16 23RTOR Reduction (vph) 0 2 0 0 2 0 0 4 0 0 0 19Lane Group Flow (vph) 38 1104 0 5 614 0 212 46 0 0 32 4Turn Type pm+pt NA pm+pt NA Perm NA Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 6 2 4 8 8Actuated Green, G (s) 69.3 66.9 66.1 65.3 17.3 17.3 17.3 17.3Effective Green, g (s) 69.3 66.9 66.1 65.3 17.3 17.3 17.3 17.3Actuated g/C Ratio 0.69 0.67 0.66 0.65 0.17 0.17 0.17 0.17Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 461 1236 111 1208 237 317 281 273v/s Ratio Prot c0.00 c0.60 0.00 0.33 0.02v/s Ratio Perm 0.05 0.03 c0.15 0.02 0.00v/c Ratio 0.08 0.89 0.05 0.51 0.89 0.14 0.11 0.01Uniform Delay, d1 5.9 13.6 16.5 9.0 40.5 35.1 34.9 34.3Progression Factor 1.00 1.00 0.50 0.45 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 10.1 0.0 1.2 31.8 0.2 0.2 0.0Delay (s) 6.0 23.7 8.4 5.3 72.2 35.3 35.1 34.3Level of Service A C A A E D D CApproach Delay (s) 23.1 5.3 65.2 34.7Approach LOS C A E C

Intersection SummaryHCM 2000 Control Delay 23.4 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.89Actuated Cycle Length (s) 100.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 79.8% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 PM Peak with wideningCollege at Jones Station 4/18/2016


Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 35 914 49 5 510 26 195 41 5 15 15 21Future Volume (vph) 35 914 49 5 510 26 195 41 5 15 15 21Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 1.00 0.98 0.94Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.99Satd. Flow (prot) 1770 3514 1770 3515 1770 1835 1732Flt Permitted 0.38 1.00 0.22 1.00 0.81 1.00 0.92Satd. Flow (perm) 716 3514 407 3515 1512 1835 1620Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 106% 100% 100% 106% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 38 1053 53 5 588 28 212 45 5 16 16 23RTOR Reduction (vph) 0 3 0 0 3 0 0 4 0 0 19 0Lane Group Flow (vph) 38 1103 0 5 613 0 212 46 0 0 36 0Turn Type pm+pt NA pm+pt NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 6 2 4 8Actuated Green, G (s) 62.4 59.6 58.2 57.5 17.6 17.6 17.6Effective Green, g (s) 62.4 59.6 58.2 57.5 17.6 17.6 17.6Actuated g/C Ratio 0.67 0.64 0.63 0.62 0.19 0.19 0.19Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 512 2254 265 2175 286 347 306v/s Ratio Prot c0.00 c0.31 0.00 0.17 0.03v/s Ratio Perm 0.05 0.01 c0.14 0.02v/c Ratio 0.07 0.49 0.02 0.28 0.74 0.13 0.12Uniform Delay, d1 5.3 8.7 6.9 8.2 35.5 31.3 31.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 0.8 0.0 0.3 9.9 0.2 0.2Delay (s) 5.3 9.5 6.9 8.5 45.4 31.5 31.4Level of Service A A A A D C CApproach Delay (s) 9.3 8.5 42.7 31.4Approach LOS A A D C

Intersection SummaryHCM 2000 Control Delay 13.9 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.54Actuated Cycle Length (s) 92.9 Sum of lost time (s) 15.0Intersection Capacity Utilization 63.3% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis AM 2040 no buildCollege Parkway @ Shore Acres 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 173 903 0 0 590 72 0 0 0 0 0 76Future Volume (vph) 173 903 0 0 590 72 0 0 0 0 0 76Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 6.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 0.85Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 1770 1863 1863 1583 1583Flt Permitted 0.25 1.00 1.00 1.00 1.00Satd. Flow (perm) 460 1863 1863 1583 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 106% 100% 100% 106% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 188 1040 0 0 680 78 0 0 0 0 0 83RTOR Reduction (vph) 0 0 0 0 0 33 0 0 0 0 0 74Lane Group Flow (vph) 188 1040 0 0 680 45 0 0 0 0 0 9Turn Type pm+pt NA Perm pm+pt NA Perm pm+ovProtected Phases 1 6 5 2 3 3 4 4 1Permitted Phases 6 6 2 2 4Actuated Green, G (s) 74.0 74.0 57.8 57.8 11.2Effective Green, g (s) 74.0 74.0 57.8 57.8 11.2Actuated g/C Ratio 0.74 0.74 0.58 0.58 0.11Clearance Time (s) 5.0 6.0 6.0 6.0 5.0Vehicle Extension (s) 2.0 5.0 5.0 5.0 2.0Lane Grp Cap (vph) 487 1378 1076 914 177v/s Ratio Prot 0.04 c0.56 0.37 0.01v/s Ratio Perm 0.24 0.03v/c Ratio 0.39 0.75 0.63 0.05 0.05Uniform Delay, d1 7.8 7.7 14.0 9.2 39.7Progression Factor 0.59 0.81 1.00 1.00 1.00Incremental Delay, d2 0.2 3.7 2.8 0.1 0.0Delay (s) 4.8 10.0 16.9 9.3 39.7Level of Service A A B A DApproach Delay (s) 9.2 16.1 0.0 39.7Approach LOS A B A D


HCM Signalized Intersection Capacity Analysis 2040 AM Peak with WideningCollege at Shore Acres 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 173 903 0 0 590 72 0 0 0 0 0 76Future Volume (vph) 173 903 0 0 590 72 0 0 0 0 0 76Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 6.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00Frt 1.00 1.00 1.00 0.85 0.85Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 1770 3539 3539 1583 1583Flt Permitted 0.36 1.00 1.00 1.00 1.00Satd. Flow (perm) 667 3539 3539 1583 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 106% 100% 100% 106% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 188 1040 0 0 680 78 0 0 0 0 0 83RTOR Reduction (vph) 0 0 0 0 0 23 0 0 0 0 0 78Lane Group Flow (vph) 188 1040 0 0 680 55 0 0 0 0 0 5Turn Type pm+pt NA Perm pm+pt NA Perm pm+ovProtected Phases 1 6 5 2 3 3 4 4 1Permitted Phases 6 6 2 2 4Actuated Green, G (s) 104.0 104.0 91.5 91.5 7.5Effective Green, g (s) 104.0 104.0 91.5 91.5 7.5Actuated g/C Ratio 0.80 0.80 0.70 0.70 0.06Clearance Time (s) 5.0 6.0 6.0 6.0 5.0Vehicle Extension (s) 2.0 5.0 5.0 5.0 2.0Lane Grp Cap (vph) 597 2831 2490 1114 91v/s Ratio Prot 0.02 c0.29 0.19 0.00v/s Ratio Perm 0.23 0.03v/c Ratio 0.31 0.37 0.27 0.05 0.05Uniform Delay, d1 3.3 3.7 7.1 5.9 57.9Progression Factor 0.99 0.98 0.45 1.00 1.00Incremental Delay, d2 0.1 0.4 0.2 0.1 0.1Delay (s) 3.4 4.0 3.4 6.0 58.0Level of Service A A A A EApproach Delay (s) 3.9 3.7 0.0 58.0Approach LOS A A A E

Intersection SummaryHCM 2000 Control Delay 6.0 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.35Actuated Cycle Length (s) 130.0 Sum of lost time (s) 21.0Intersection Capacity Utilization 43.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis PM 2040 no buildCollege Parkway @ Shore Acres 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 76 662 0 0 804 25 0 0 0 2 0 155Future Volume (vph) 76 662 0 0 804 25 0 0 0 2 0 155Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 6.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 1863 1863 1583 1770 1583Flt Permitted 0.26 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 477 1863 1863 1583 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 106% 100% 100% 106% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 83 763 0 0 926 27 0 0 0 2 0 168RTOR Reduction (vph) 0 0 0 0 0 6 0 0 0 0 0 158Lane Group Flow (vph) 83 763 0 0 926 21 0 0 0 0 2 10Turn Type pm+pt NA Perm pm+pt NA Perm Split NA pm+ovProtected Phases 1 6 5 2 3 3 4 4 1Permitted Phases 6 6 2 2 4Actuated Green, G (s) 88.9 87.9 77.9 77.9 1.1 6.1Effective Green, g (s) 88.9 87.9 77.9 77.9 1.1 6.1Actuated g/C Ratio 0.89 0.88 0.78 0.78 0.01 0.06Clearance Time (s) 5.0 6.0 6.0 6.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 5.0 5.0 2.5 2.0Lane Grp Cap (vph) 488 1637 1451 1233 19 175v/s Ratio Prot 0.01 c0.41 c0.50 0.00 c0.00v/s Ratio Perm 0.14 0.01 0.00v/c Ratio 0.17 0.47 0.64 0.02 0.11 0.06Uniform Delay, d1 4.7 1.2 4.9 2.5 49.0 44.2Progression Factor 0.10 0.14 0.54 1.00 1.00 1.00Incremental Delay, d2 0.0 0.5 0.8 0.0 1.8 0.1Delay (s) 0.5 0.7 3.4 2.5 50.7 44.3Level of Service A A A A D DApproach Delay (s) 0.7 3.3 0.0 44.4Approach LOS A A A D

Intersection SummaryHCM 2000 Control Delay 5.7 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.67Actuated Cycle Length (s) 100.0 Sum of lost time (s) 21.0Intersection Capacity Utilization 66.6% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 PM Peak with wideningCollege at Shore Acres 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 76 662 0 0 804 25 0 0 0 2 0 155Future Volume (vph) 76 662 0 0 804 25 0 0 0 2 0 155Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 6.0 5.0 5.0Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 3539 1583 1770 1583Flt Permitted 0.28 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 522 3539 3539 1583 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 106% 100% 100% 106% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 83 763 0 0 926 27 0 0 0 2 0 168RTOR Reduction (vph) 0 0 0 0 0 6 0 0 0 0 0 158Lane Group Flow (vph) 83 763 0 0 926 21 0 0 0 0 2 10Turn Type pm+pt NA Perm pm+pt NA Perm Split NA PermProtected Phases 1 6 5 2 3 3 4 4Permitted Phases 6 6 2 2 4Actuated Green, G (s) 106.8 106.8 97.3 97.3 7.2 7.2Effective Green, g (s) 106.8 106.8 97.3 97.3 7.2 7.2Actuated g/C Ratio 0.85 0.85 0.78 0.78 0.06 0.06Clearance Time (s) 5.0 6.0 6.0 6.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 5.0 5.0 2.5 2.5Lane Grp Cap (vph) 490 3023 2754 1232 101 91v/s Ratio Prot 0.01 c0.22 c0.26 0.00v/s Ratio Perm 0.14 0.01 c0.01v/c Ratio 0.17 0.25 0.34 0.02 0.02 0.11Uniform Delay, d1 1.8 1.7 4.2 3.1 55.6 55.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.1 0.3 0.0 0.1 0.4Delay (s) 1.9 1.8 4.5 3.1 55.6 56.2Level of Service A A A A E EApproach Delay (s) 1.8 4.4 0.0 56.2Approach LOS A A A E


HCM Signalized Intersection Capacity Analysis AM 2040 no buildCollege Parkway @ Bay Dale 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 56 361 544 186 592 62 163 71 30 33 299 86Future Volume (vph) 56 361 544 186 592 62 163 71 30 33 299 86Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 1863 1583 1770 1800Flt Permitted 0.08 1.00 1.00 0.41 1.00 1.00 0.13 1.00 1.00 0.70 1.00Satd. Flow (perm) 157 1863 1583 758 1863 1583 235 1863 1583 1311 1800Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 106% 106% 106% 106% 106% 106% 106% 106% 106% 106% 106% 106%Adj. Flow (vph) 65 416 627 214 682 71 188 82 35 38 344 99RTOR Reduction (vph) 0 0 294 0 0 44 0 0 24 0 6 0Lane Group Flow (vph) 65 416 333 214 682 27 188 82 11 38 438 0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NAProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 2 2 6 6 4 4 8Actuated Green, G (s) 55.1 55.1 55.1 57.3 57.3 57.3 48.6 48.6 48.6 46.1 46.1Effective Green, g (s) 55.1 55.1 55.1 57.3 57.3 57.3 48.6 48.6 48.6 46.1 46.1Actuated g/C Ratio 0.37 0.37 0.37 0.39 0.39 0.39 0.33 0.33 0.33 0.31 0.31Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 5.0 5.0 3.0 5.0 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 142 693 589 361 721 612 252 611 519 453 560v/s Ratio Prot 0.02 c0.22 0.04 c0.37 c0.09 0.04 0.01 c0.24v/s Ratio Perm 0.15 0.21 0.19 0.02 0.16 0.01 0.02v/c Ratio 0.46 0.60 0.56 0.59 0.95 0.04 0.75 0.13 0.02 0.08 0.78Uniform Delay, d1 36.9 37.5 36.9 44.2 43.9 28.3 40.2 34.9 33.6 36.1 46.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.3 3.8 3.9 2.6 22.6 0.1 11.4 0.5 0.1 0.1 10.4Delay (s) 39.2 41.4 40.8 46.8 66.5 28.4 51.6 35.4 33.7 36.2 56.8Level of Service D D D D E C D D C D EApproach Delay (s) 40.9 59.3 45.2 55.2Approach LOS D E D E


HCM Signalized Intersection Capacity Analysis 2040 AM Peak with WideningCollege at Bay Dale 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 56 361 544 186 592 62 163 71 30 33 299 86Future Volume (vph) 56 361 544 186 592 62 163 71 30 33 299 86Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1800Flt Permitted 0.32 1.00 1.00 0.42 1.00 1.00 0.12 1.00 1.00 0.70 1.00Satd. Flow (perm) 601 3539 1583 789 3539 1583 219 1863 1583 1311 1800Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 106% 106% 106% 106% 106% 106% 106% 106% 106% 106% 106% 106%Adj. Flow (vph) 65 416 627 214 682 71 188 82 35 38 344 99RTOR Reduction (vph) 0 0 274 0 0 40 0 0 22 0 8 0Lane Group Flow (vph) 65 416 353 214 682 31 188 82 13 38 436 0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NAProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 2 2 6 6 4 4 8Actuated Green, G (s) 56.2 53.0 53.0 63.8 56.8 56.8 46.8 46.8 46.8 37.3 37.3Effective Green, g (s) 56.2 53.0 53.0 63.8 56.8 56.8 46.8 46.8 46.8 37.3 37.3Actuated g/C Ratio 0.43 0.41 0.41 0.49 0.44 0.44 0.36 0.36 0.36 0.29 0.29Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 5.0 5.0 3.0 5.0 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 288 1442 645 440 1546 691 230 670 569 387 516v/s Ratio Prot 0.01 0.12 c0.03 0.19 c0.08 0.04 0.00 c0.24v/s Ratio Perm 0.09 c0.22 0.21 0.02 0.21 0.01 0.03v/c Ratio 0.23 0.29 0.55 0.49 0.44 0.04 0.82 0.12 0.02 0.10 0.85Uniform Delay, d1 22.1 25.8 29.3 21.2 25.5 21.0 33.7 27.9 26.8 34.0 43.6Progression Factor 0.75 0.80 1.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.5 3.2 0.8 0.9 0.1 19.7 0.4 0.1 0.1 15.6Delay (s) 17.0 21.2 48.3 22.0 26.4 21.1 53.3 28.2 26.9 34.1 59.2Level of Service B C D C C C D C C C EApproach Delay (s) 36.3 25.1 43.6 57.2Approach LOS D C D E

Intersection SummaryHCM 2000 Control Delay 36.8 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.68Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 81.4% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis PM 2040 no buildCollege Parkway @ Bay Dale 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 152 742 263 108 561 87 326 209 147 121 107 92Future Volume (vph) 152 742 263 108 561 87 326 209 147 121 107 92Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 1863 1583 1770 1733Flt Permitted 0.12 1.00 1.00 0.10 1.00 1.00 0.22 1.00 1.00 0.61 1.00Satd. Flow (perm) 220 1863 1583 182 1863 1583 414 1863 1583 1134 1733Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 106% 106% 106% 106% 106% 106% 106% 106% 106% 106% 106% 106%Adj. Flow (vph) 175 855 303 124 646 100 376 241 169 139 123 106RTOR Reduction (vph) 0 0 163 0 0 59 0 0 108 0 32 0Lane Group Flow (vph) 175 855 140 124 646 41 376 241 61 139 197 0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NAProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 2 2 6 6 4 4 8Actuated Green, G (s) 56.5 46.3 46.3 46.2 41.0 41.0 33.5 23.5 23.5 19.5 14.5Effective Green, g (s) 56.5 46.3 46.3 46.2 41.0 41.0 33.5 23.5 23.5 19.5 14.5Actuated g/C Ratio 0.56 0.46 0.46 0.46 0.41 0.41 0.34 0.24 0.24 0.20 0.14Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 287 862 732 166 763 649 328 437 372 252 251v/s Ratio Prot c0.06 c0.46 0.04 0.35 c0.16 0.13 0.03 0.11v/s Ratio Perm 0.28 0.09 0.31 0.03 c0.22 0.04 0.08v/c Ratio 0.61 0.99 0.19 0.75 0.85 0.06 1.15 0.55 0.16 0.55 0.79Uniform Delay, d1 17.5 26.7 15.8 22.9 26.7 17.9 29.1 33.6 30.4 35.3 41.3Progression Factor 1.29 0.80 0.42 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.2 28.5 0.6 16.6 8.6 0.0 95.5 1.5 0.2 2.6 14.9Delay (s) 31.7 49.9 7.2 39.5 35.3 17.9 124.6 35.1 30.6 37.9 56.2Level of Service C D A D D B F D C D EApproach Delay (s) 37.8 33.9 77.0 49.3Approach LOS D C E D

Intersection SummaryHCM 2000 Control Delay 47.2 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 1.08Actuated Cycle Length (s) 100.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 95.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 PM Peak with wideningCollege at Bay Dale 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 152 742 263 108 561 87 326 209 147 121 107 92Future Volume (vph) 152 742 263 108 561 87 326 209 147 121 107 92Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.93Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1733Flt Permitted 0.31 1.00 1.00 0.25 1.00 1.00 0.22 1.00 1.00 0.61 1.00Satd. Flow (perm) 585 3539 1583 474 3539 1583 414 1863 1583 1134 1733Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 106% 106% 106% 106% 106% 106% 106% 106% 106% 106% 106% 106%Adj. Flow (vph) 175 855 303 124 646 100 376 241 169 139 123 106RTOR Reduction (vph) 0 0 161 0 0 56 0 0 108 0 32 0Lane Group Flow (vph) 175 855 142 124 646 44 376 241 61 139 197 0Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NAProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 2 2 6 6 4 4 8Actuated Green, G (s) 54.1 46.7 46.7 48.9 44.1 44.1 33.5 23.5 23.5 19.5 14.5Effective Green, g (s) 54.1 46.7 46.7 48.9 44.1 44.1 33.5 23.5 23.5 19.5 14.5Actuated g/C Ratio 0.54 0.47 0.47 0.49 0.44 0.44 0.34 0.24 0.24 0.20 0.14Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 404 1652 739 293 1560 698 328 437 372 252 251v/s Ratio Prot c0.03 c0.24 0.02 0.18 c0.16 0.13 0.03 0.11v/s Ratio Perm 0.20 0.09 0.19 0.03 c0.22 0.04 0.08v/c Ratio 0.43 0.52 0.19 0.42 0.41 0.06 1.15 0.55 0.16 0.55 0.79Uniform Delay, d1 12.4 18.7 15.6 14.7 19.1 16.1 29.1 33.6 30.4 35.3 41.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.7 1.2 0.6 1.0 0.2 0.0 95.5 1.5 0.2 2.6 14.9Delay (s) 13.2 19.9 16.2 15.7 19.3 16.1 124.6 35.1 30.6 37.9 56.2Level of Service B B B B B B F D C D EApproach Delay (s) 18.2 18.4 77.0 49.3Approach LOS B B E D


HCM Signalized Intersection Capacity Analysis AM 2040 no buildCollege Parkway @ MD 179 4/18/2016


Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWRLane ConfigurationsTraffic Volume (vph) 140 150 101 51 613 130 82 186 179 315 150 34Future Volume (vph) 140 150 101 51 613 130 82 186 179 315 150 34Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.98 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1830 1583 1770 1801Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.98 1.00 0.95 1.00Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1830 1583 1770 1801Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 106% 133% 106% 106% 133% 106% 133% 106% 133% 133% 106% 133%Adj. Flow (vph) 161 217 116 59 886 150 119 214 259 455 173 49RTOR Reduction (vph) 0 0 74 0 0 104 0 0 180 0 9 0Lane Group Flow (vph) 161 217 42 59 886 46 0 333 79 455 213 0Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NAProtected Phases 1 6 5 2 4 4 3 3Permitted Phases 6 2 4Actuated Green, G (s) 14.1 41.3 41.3 7.6 34.8 34.8 19.0 19.0 24.0 24.0Effective Green, g (s) 14.1 41.3 41.3 7.6 34.8 34.8 19.0 19.0 24.0 24.0Actuated g/C Ratio 0.12 0.36 0.36 0.07 0.31 0.31 0.17 0.17 0.21 0.21Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 6.0 6.0 3.0 6.0 6.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 219 1283 573 118 1081 483 305 264 372 379v/s Ratio Prot c0.09 0.06 0.03 c0.25 c0.18 c0.26 0.12v/s Ratio Perm 0.03 0.03 0.05v/c Ratio 0.74 0.17 0.07 0.50 0.82 0.09 1.09 0.30 1.22 0.56Uniform Delay, d1 48.1 24.6 23.8 51.3 36.6 28.3 47.5 41.6 45.0 40.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 12.1 0.3 0.2 3.3 7.0 0.4 78.3 0.6 122.2 1.9Delay (s) 60.2 24.9 24.0 54.6 43.6 28.7 125.8 42.3 167.1 42.2Level of Service E C C D D C F D F DApproach Delay (s) 36.2 42.2 89.2 126.2Approach LOS D D F F

Intersection SummaryHCM 2000 Control Delay 70.8 HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 0.97Actuated Cycle Length (s) 113.9 Sum of lost time (s) 22.0Intersection Capacity Utilization 88.7% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 AM Peak with WideningCollege at Bay Dale 4/18/2016


Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWRLane ConfigurationsTraffic Volume (vph) 140 150 101 51 613 130 82 186 179 315 150 34Future Volume (vph) 140 150 101 51 613 130 82 186 179 315 150 34Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1801Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1801Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 106% 133% 106% 106% 133% 106% 133% 106% 133% 133% 106% 133%Adj. Flow (vph) 161 217 116 59 886 150 119 214 259 455 173 49RTOR Reduction (vph) 0 0 80 0 0 109 0 0 170 0 11 0Lane Group Flow (vph) 161 217 36 59 886 41 119 214 89 455 211 0Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NAProtected Phases 1 6 5 2 4 4 3 3Permitted Phases 6 2 4Actuated Green, G (s) 9.0 28.2 28.2 5.6 24.8 24.8 11.0 11.0 11.0 24.0 24.0Effective Green, g (s) 9.0 28.2 28.2 5.6 24.8 24.8 11.0 11.0 11.0 24.0 24.0Actuated g/C Ratio 0.10 0.31 0.31 0.06 0.27 0.27 0.12 0.12 0.12 0.26 0.26Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 6.0 6.0 3.0 6.0 6.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 175 1099 491 109 966 432 214 225 191 467 476v/s Ratio Prot c0.09 c0.06 0.03 c0.25 0.07 c0.11 c0.26 0.12v/s Ratio Perm 0.02 0.03 0.06v/c Ratio 0.92 0.20 0.07 0.54 0.92 0.09 0.56 0.95 0.46 0.97 0.44Uniform Delay, d1 40.5 23.0 22.1 41.4 32.0 24.6 37.6 39.6 37.2 33.1 27.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 45.5 0.4 0.3 5.4 14.8 0.4 3.1 46.2 1.8 34.7 0.7Delay (s) 86.1 23.4 22.4 46.7 46.8 25.1 40.7 85.8 38.9 67.8 28.5Level of Service F C C D D C D F D E CApproach Delay (s) 43.6 43.8 56.2 54.9Approach LOS D D E D


HCM Signalized Intersection Capacity Analysis PM 2040 no buildCollege Parkway @ MD 179 4/18/2016


Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWRLane ConfigurationsTraffic Volume (vph) 392 595 264 76 319 148 162 140 174 179 157 82Future Volume (vph) 392 595 264 76 319 148 162 140 174 179 157 82Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.94Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.97 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1809 1583 1770 1752Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.97 1.00 0.95 1.00Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1809 1583 1770 1752Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 133% 133% 133% 133% 133% 133% 133% 106% 133% 133% 106% 133%Adj. Flow (vph) 567 860 382 110 461 214 234 161 252 259 181 119RTOR Reduction (vph) 0 0 247 0 0 137 0 0 209 0 21 0Lane Group Flow (vph) 567 860 135 110 461 77 0 395 43 259 279 0Turn Type Prot NA Perm Prot NA Perm Split NA Perm Split NAProtected Phases 1 6 5 2 4 4 3 3Permitted Phases 6 2 4Actuated Green, G (s) 16.0 39.8 39.8 10.2 34.0 34.0 19.0 19.0 21.3 21.3Effective Green, g (s) 16.0 39.8 39.8 10.2 34.0 34.0 19.0 19.0 21.3 21.3Actuated g/C Ratio 0.14 0.35 0.35 0.09 0.30 0.30 0.17 0.17 0.19 0.19Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 6.0 6.0 3.0 6.0 6.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 252 1254 561 160 1071 479 306 267 335 332v/s Ratio Prot c0.32 c0.24 0.06 0.13 c0.22 0.15 c0.16v/s Ratio Perm 0.09 0.05 0.03v/c Ratio 2.25 0.69 0.24 0.69 0.43 0.16 1.29 0.16 0.77 0.84Uniform Delay, d1 48.1 30.9 25.6 49.5 31.4 28.7 46.6 39.8 43.2 43.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 575.1 3.1 1.0 11.6 1.3 0.7 153.2 0.3 10.6 17.1Delay (s) 623.2 34.0 26.6 61.1 32.7 29.4 199.8 40.1 53.8 61.0Level of Service F C C E C C F D D EApproach Delay (s) 217.1 35.8 137.6 57.7Approach LOS F D F E

Intersection SummaryHCM 2000 Control Delay 142.7 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 1.15Actuated Cycle Length (s) 112.3 Sum of lost time (s) 22.0Intersection Capacity Utilization 99.0% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 PM Peak with wideningCollege at MD 179 4/18/2016


Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWRLane ConfigurationsTraffic Volume (vph) 392 595 264 76 319 148 162 140 174 179 157 82Future Volume (vph) 392 595 264 76 319 148 162 140 174 179 157 82Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 0.97 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 3433 3539 1583 3433 1752Flt Permitted 0.38 1.00 1.00 0.30 1.00 1.00 0.67 1.00 1.00 0.40 1.00Satd. Flow (perm) 709 3539 1583 552 3539 1583 2409 3539 1583 1445 1752Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 133% 133% 133% 133% 133% 133% 133% 106% 133% 133% 106% 133%Adj. Flow (vph) 567 860 382 110 461 214 234 161 252 259 181 119RTOR Reduction (vph) 0 0 231 0 0 148 0 0 231 0 33 0Lane Group Flow (vph) 567 860 151 110 461 66 234 161 21 259 267 0Turn Type pm+pt NA Perm pm+pt NA Perm Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 3Permitted Phases 6 6 2 2 4 4 3Actuated Green, G (s) 36.8 28.0 28.0 26.6 21.8 21.8 6.0 6.0 6.0 10.0 10.0Effective Green, g (s) 36.8 28.0 28.0 26.6 21.8 21.8 6.0 6.0 6.0 10.0 10.0Actuated g/C Ratio 0.52 0.40 0.40 0.38 0.31 0.31 0.08 0.08 0.08 0.14 0.14Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 533 1399 626 289 1089 487 204 299 134 204 247v/s Ratio Prot c0.17 0.24 0.03 0.13 0.05 0.15v/s Ratio Perm c0.39 0.10 0.12 0.04 c0.10 0.01 c0.18v/c Ratio 1.06 0.61 0.24 0.38 0.42 0.14 1.15 0.54 0.16 1.27 1.08Uniform Delay, d1 14.4 17.1 14.3 14.8 19.5 17.7 32.4 31.1 30.1 30.4 30.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 57.0 2.0 0.9 0.8 1.2 0.6 108.3 1.9 0.6 154.0 79.9Delay (s) 71.4 19.1 15.2 15.6 20.7 18.3 140.7 32.9 30.6 184.4 110.3Level of Service E B B B C B F C C F FApproach Delay (s) 34.7 19.3 71.0 144.6Approach LOS C B E F


HCM Signalized Intersection Capacity Analysis AM 2040 no buildForest Drive @ Chinquapin Round 4/18/2016


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 286 1612 2205 728 397 298Future Volume (vph) 286 1612 2205 728 397 298Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.97 0.91 0.91 1.00 0.97 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 3433 5085 5085 1583 3433 1583Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 3433 5085 5085 1583 3433 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 102% 110% 111% 102% 102% 102%Adj. Flow (vph) 317 1927 2660 807 440 330RTOR Reduction (vph) 0 0 0 113 0 153Lane Group Flow (vph) 317 1927 2660 694 440 177Turn Type Prot NA NA Perm Prot PermProtected Phases 1 6 2 4Permitted Phases 2 4Actuated Green, G (s) 15.3 99.0 78.7 78.7 19.0 19.0Effective Green, g (s) 15.3 99.0 78.7 78.7 19.0 19.0Actuated g/C Ratio 0.12 0.76 0.61 0.61 0.15 0.15Clearance Time (s) 5.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 6.0 6.0 6.0 3.0 3.0Lane Grp Cap (vph) 404 3872 3078 958 501 231v/s Ratio Prot c0.09 0.38 c0.52 c0.13v/s Ratio Perm 0.44 0.11v/c Ratio 0.78 0.50 0.86 0.72 0.88 0.77Uniform Delay, d1 55.7 6.0 21.2 18.0 54.4 53.4Progression Factor 1.00 1.00 0.41 0.22 1.00 1.00Incremental Delay, d2 9.6 0.5 2.1 2.8 19.2 21.3Delay (s) 65.4 6.4 10.8 6.8 73.6 74.7Level of Service E A B A E EApproach Delay (s) 14.7 9.9 74.0Approach LOS B A E

Intersection SummaryHCM 2000 Control Delay 19.2 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 130.0 Sum of lost time (s) 17.0Intersection Capacity Utilization 81.3% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis PM 2040 no buildForest Drive @ Chinquapin Round 4/18/2016


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 150 2158 1654 647 829 295Future Volume (vph) 150 2158 1654 647 829 295Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 6.0 6.0 6.0Lane Util. Factor 0.97 0.91 0.91 1.00 0.97 1.00Frt 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 3433 5085 5085 1583 3433 1583Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 3433 5085 5085 1583 3433 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 102% 110% 102% 111% 102% 102%Adj. Flow (vph) 166 2580 1834 781 919 327RTOR Reduction (vph) 0 0 0 172 0 79Lane Group Flow (vph) 166 2580 1834 609 919 248Turn Type Prot NA NA Perm Prot PermProtected Phases 1 6 2 4Permitted Phases 2 4Actuated Green, G (s) 10.2 71.0 55.8 55.8 37.0 37.0Effective Green, g (s) 10.2 71.0 55.8 55.8 37.0 37.0Actuated g/C Ratio 0.08 0.59 0.46 0.46 0.31 0.31Clearance Time (s) 5.0 6.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 3.0 3.0 6.0 6.0 3.0 3.0Lane Grp Cap (vph) 291 3008 2364 736 1058 488v/s Ratio Prot 0.05 c0.51 0.36 c0.27v/s Ratio Perm 0.38 0.16v/c Ratio 0.57 0.86 0.78 0.83 0.87 0.51Uniform Delay, d1 52.8 20.3 26.9 27.9 39.2 34.0Progression Factor 1.00 1.00 0.59 0.44 1.00 1.00Incremental Delay, d2 2.7 3.4 2.0 8.3 9.7 3.8Delay (s) 55.5 23.7 18.0 20.5 48.9 37.8Level of Service E C B C D DApproach Delay (s) 25.7 18.7 46.0Approach LOS C B D


HCM Signalized Intersection Capacity Analysis AM 2040 no buildForest Drive @ Bywater 4/18/2016


Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 4 1739 170 94 2589 4 296 3 82 3 0 5Future Volume (vph) 4 1739 170 94 2589 4 296 3 82 3 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.5 5.5 5.0 5.5 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 0.95 0.95 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 0.92Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.98Satd. Flow (prot) 1770 5085 1583 1770 5084 1681 1687 1583 1674Flt Permitted 0.05 1.00 1.00 0.05 1.00 0.95 0.95 1.00 0.98Satd. Flow (perm) 95 5085 1583 96 5084 1681 1687 1583 1674Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 111% 100% 100% 111% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 4 2098 185 102 3124 4 322 3 89 3 0 5RTOR Reduction (vph) 0 0 63 0 0 0 0 0 77 0 8 0Lane Group Flow (vph) 4 2098 122 102 3128 0 161 164 12 0 0 0Turn Type pm+pt NA Perm pm+pt NA Split NA Perm Split NAProtected Phases 1 6 5 2 4 4 3 3Permitted Phases 6 6 2 4Actuated Green, G (s) 79.5 78.3 78.3 95.6 88.9 18.2 18.2 18.2 1.2Effective Green, g (s) 79.5 78.3 78.3 95.6 88.9 18.2 18.2 18.2 1.2Actuated g/C Ratio 0.61 0.60 0.60 0.74 0.68 0.14 0.14 0.14 0.01Clearance Time (s) 5.0 5.5 5.5 5.0 5.5 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 73 3062 953 222 3476 235 236 221 15v/s Ratio Prot 0.00 0.41 c0.04 c0.62 0.10 c0.10 c0.00v/s Ratio Perm 0.03 0.08 0.30 0.01v/c Ratio 0.05 0.69 0.13 0.46 0.90 0.69 0.69 0.06 0.00Uniform Delay, d1 53.0 17.5 11.1 31.2 16.9 53.2 53.3 48.5 63.8Progression Factor 0.82 0.81 0.43 0.63 0.30 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 1.1 0.2 0.9 2.7 8.0 8.6 0.1 0.1Delay (s) 43.6 15.2 5.1 20.6 7.7 61.2 61.8 48.6 63.9Level of Service D B A C A E E D EApproach Delay (s) 14.4 8.1 58.7 63.9Approach LOS B A E E

Intersection SummaryHCM 2000 Control Delay 14.1 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.86Actuated Cycle Length (s) 130.0 Sum of lost time (s) 20.5Intersection Capacity Utilization 88.5% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis PM 2040 no buildForest Drive @ Bywater 4/18/2016


Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWRLane ConfigurationsTraffic Volume (vph) 1 2243 487 134 1982 6 296 0 108 5 0 5Future Volume (vph) 1 2243 487 134 1982 6 296 0 108 5 0 5Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.5 5.5 5.0 5.5 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 0.95 0.95 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 0.93Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00 0.98Satd. Flow (prot) 1770 5085 1583 1770 5083 1681 1681 1583 1695Flt Permitted 0.06 1.00 1.00 0.05 1.00 0.95 0.95 1.00 0.98Satd. Flow (perm) 105 5085 1583 97 5083 1681 1681 1583 1695Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 111% 100% 100% 111% 100% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 1 2706 529 146 2391 7 322 0 117 5 0 5RTOR Reduction (vph) 0 0 150 0 0 0 0 0 100 0 10 0Lane Group Flow (vph) 1 2706 379 146 2398 0 161 161 17 0 0 0Turn Type pm+pt NA Perm pm+pt NA Split NA Perm Split NAProtected Phases 1 6 5 2 4 4 3 3Permitted Phases 6 6 2 4Actuated Green, G (s) 72.3 71.1 71.1 86.6 79.9 17.2 17.2 17.2 1.2Effective Green, g (s) 72.3 71.1 71.1 86.6 79.9 17.2 17.2 17.2 1.2Actuated g/C Ratio 0.60 0.59 0.59 0.72 0.67 0.14 0.14 0.14 0.01Clearance Time (s) 5.0 5.5 5.5 5.0 5.5 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 79 3012 937 209 3384 240 240 226 16v/s Ratio Prot 0.00 c0.53 c0.06 0.47 c0.10 0.10 c0.00v/s Ratio Perm 0.01 0.24 0.44 0.01v/c Ratio 0.01 0.90 0.40 0.70 0.71 0.67 0.67 0.07 0.01Uniform Delay, d1 27.1 21.3 13.1 41.7 12.7 48.7 48.7 44.5 58.8Progression Factor 1.02 0.61 0.43 0.86 0.40 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 2.4 0.6 7.1 0.9 7.2 7.2 0.1 0.2Delay (s) 27.7 15.4 6.3 43.0 5.9 55.9 55.9 44.6 59.0Level of Service C B A D A E E D EApproach Delay (s) 14.0 8.1 52.9 59.0Approach LOS B A D E

Intersection SummaryHCM 2000 Control Delay 14.4 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.83Actuated Cycle Length (s) 120.0 Sum of lost time (s) 20.5Intersection Capacity Utilization 82.9% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis AM 2040 no buildForest Drive @ Hilltop 4/18/2016


Movement WBL WBR SEL SET NWT NWRLane ConfigurationsTraffic Volume (vph) 0 750 578 1258 1950 8Future Volume (vph) 0 750 578 1258 1950 8Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 3.0 5.0 5.0 5.0Lane Util. Factor 0.88 0.97 0.95 0.91Frt 0.85 1.00 1.00 1.00Flt Protected 1.00 0.95 1.00 1.00Satd. Flow (prot) 2787 3433 3539 5082Flt Permitted 1.00 0.95 1.00 1.00Satd. Flow (perm) 2787 3433 3539 5082Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 111% 111% 111% 111% 111%Adj. Flow (vph) 0 905 697 1518 2353 10RTOR Reduction (vph) 0 796 0 0 0 0Lane Group Flow (vph) 0 109 697 1518 2363 0Turn Type Perm Prot NA NAProtected Phases 1 6 2Permitted Phases 4Actuated Green, G (s) 8.7 32.8 113.3 75.5Effective Green, g (s) 8.7 32.8 113.3 75.5Actuated g/C Ratio 0.07 0.25 0.87 0.58Clearance Time (s) 3.0 5.0 5.0 5.0Vehicle Extension (s) 0.2 3.5 5.0 5.0Lane Grp Cap (vph) 186 866 3084 2951v/s Ratio Prot c0.20 0.43 c0.46v/s Ratio Perm c0.04v/c Ratio 0.59 0.80 0.49 0.80Uniform Delay, d1 58.9 45.6 1.9 21.4Progression Factor 1.00 0.82 1.01 0.67Incremental Delay, d2 3.0 4.6 0.5 0.9Delay (s) 61.9 41.8 2.4 15.1Level of Service E D A BApproach Delay (s) 61.9 14.8 15.1Approach LOS E B B


HCM Signalized Intersection Capacity Analysis PM 2040 no buildForest Drive @ Hilltop 4/18/2016


Movement WBL WBR SEL SET NWT NWRLane ConfigurationsTraffic Volume (vph) 0 951 839 1886 1318 20Future Volume (vph) 0 951 839 1886 1318 20Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 3.0 5.0 5.0 5.0Lane Util. Factor 0.88 0.97 0.95 0.91Frt 0.85 1.00 1.00 1.00Flt Protected 1.00 0.95 1.00 1.00Satd. Flow (prot) 2787 3433 3539 5074Flt Permitted 1.00 0.95 1.00 1.00Satd. Flow (perm) 2787 3433 3539 5074Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 111% 111% 111% 111% 111%Adj. Flow (vph) 0 1147 1012 2276 1590 24RTOR Reduction (vph) 0 1088 0 0 1 0Lane Group Flow (vph) 0 59 1012 2276 1613 0Turn Type Perm Prot NA NAProtected Phases 1 6 2Permitted Phases 4Actuated Green, G (s) 6.2 43.0 105.8 57.8Effective Green, g (s) 6.2 43.0 105.8 57.8Actuated g/C Ratio 0.05 0.36 0.88 0.48Clearance Time (s) 3.0 5.0 5.0 5.0Vehicle Extension (s) 0.2 3.5 5.0 5.0Lane Grp Cap (vph) 143 1230 3120 2443v/s Ratio Prot c0.29 c0.64 0.32v/s Ratio Perm c0.02v/c Ratio 0.41 0.82 0.73 0.66Uniform Delay, d1 55.1 35.0 2.4 23.6Progression Factor 1.00 1.06 1.03 1.36Incremental Delay, d2 0.7 3.5 1.1 1.1Delay (s) 55.9 40.6 3.5 33.3Level of Service E D A CApproach Delay (s) 55.9 14.9 33.3Approach LOS E B C


HCM Signalized Intersection Capacity Analysis AM 2040 no buildForest Drive @ Spa 4/18/2016


Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWRLane ConfigurationsTraffic Volume (vph) 270 135 8 224 91 0 10 1172 45 6 1620 185Future Volume (vph) 270 135 8 224 91 0 10 1172 45 6 1620 185Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.99Flt Protected 0.95 0.98 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1681 1732 1770 1863 1770 3521 1770 3487Flt Permitted 0.95 0.98 0.95 1.00 0.05 1.00 0.10 1.00Satd. Flow (perm) 1681 1732 1770 1863 97 3521 184 3487Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 102% 102% 102% 102% 102% 100% 102% 111% 102% 102% 107% 102%Adj. Flow (vph) 299 150 9 248 101 0 11 1414 50 7 1884 205RTOR Reduction (vph) 0 1 0 0 0 0 0 2 0 0 6 0Lane Group Flow (vph) 227 230 0 248 101 0 11 1462 0 7 2083 0Turn Type Split NA Split NA Perm NA Perm NAProtected Phases 3 3 4 4 2 6Permitted Phases 2 6Actuated Green, G (s) 20.0 20.0 18.0 18.0 76.5 76.5 76.5 76.5Effective Green, g (s) 20.0 20.0 18.0 18.0 76.5 76.5 76.5 76.5Actuated g/C Ratio 0.15 0.15 0.14 0.14 0.59 0.59 0.59 0.59Clearance Time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 4.5 4.5 4.5 4.5 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 258 266 245 257 57 2071 108 2051v/s Ratio Prot c0.14 0.13 c0.14 0.05 0.42 c0.60v/s Ratio Perm 0.11 0.04v/c Ratio 0.88 0.87 1.01 0.39 0.19 0.71 0.06 1.02Uniform Delay, d1 53.8 53.7 56.0 51.0 12.4 18.8 11.4 26.8Progression Factor 1.00 1.00 1.00 1.00 1.44 0.94 1.62 1.29Incremental Delay, d2 32.1 29.3 60.7 4.5 6.6 1.8 0.6 17.9Delay (s) 85.9 83.0 116.7 55.5 24.5 19.6 19.1 52.3Level of Service F F F E C B B DApproach Delay (s) 84.4 99.0 19.6 52.2Approach LOS F F B D


HCM Signalized Intersection Capacity Analysis PM 2040 no buildForest Drive @ Spa 4/18/2016


Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWRLane ConfigurationsTraffic Volume (vph) 135 47 1 355 60 0 6 1603 209 16 1119 109Future Volume (vph) 135 47 1 355 60 0 6 1603 209 16 1119 109Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99Flt Protected 0.95 0.98 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1681 1725 1770 1863 1770 3482 1770 3494Flt Permitted 0.95 0.98 0.95 1.00 0.11 1.00 0.06 1.00Satd. Flow (perm) 1681 1725 1770 1863 196 3482 107 3494Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 102% 102% 102% 102% 102% 102% 102% 111% 102% 102% 107% 102%Adj. Flow (vph) 150 52 1 394 67 0 7 1934 232 18 1301 121RTOR Reduction (vph) 0 0 0 0 0 0 0 8 0 0 6 0Lane Group Flow (vph) 100 103 0 394 67 0 7 2158 0 18 1416 0Turn Type Split NA Split NA Perm NA Perm NAProtected Phases 3 3 4 4 2 6Permitted Phases 2 6Actuated Green, G (s) 13.5 13.5 21.5 21.5 69.5 69.5 69.5 69.5Effective Green, g (s) 13.5 13.5 21.5 21.5 69.5 69.5 69.5 69.5Actuated g/C Ratio 0.11 0.11 0.18 0.18 0.58 0.58 0.58 0.58Clearance Time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 4.5 4.5 4.5 4.5 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 189 194 317 333 113 2016 61 2023v/s Ratio Prot 0.06 c0.06 c0.22 0.04 c0.62 0.41v/s Ratio Perm 0.04 0.17v/c Ratio 0.53 0.53 1.24 0.20 0.06 1.07 0.30 0.70Uniform Delay, d1 50.3 50.3 49.2 41.9 11.0 25.2 12.8 17.9Progression Factor 1.00 1.00 1.00 1.00 0.39 0.74 1.19 1.29Incremental Delay, d2 4.2 4.3 133.2 0.5 0.7 39.1 9.3 1.6Delay (s) 54.5 54.5 182.4 42.5 5.0 57.9 24.6 24.7Level of Service D D F D A E C CApproach Delay (s) 54.5 162.1 57.7 24.7Approach LOS D F E C

Intersection SummaryHCM 2000 Control Delay 57.7 HCM 2000 Level of Service EHCM 2000 Volume to Capacity ratio 1.04Actuated Cycle Length (s) 120.0 Sum of lost time (s) 15.5Intersection Capacity Utilization 91.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis AM 2040 no buildForest Drive @ Bay Ridge 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 33 678 338 118 1040 243 462 117 101 243 106 59Future Volume (vph) 33 678 338 118 1040 243 462 117 101 243 106 59Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 5.0 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.97 1.00Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 1583 1770 3443 1770 1863 1583 3433 1764Flt Permitted 0.08 1.00 1.00 0.20 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 151 3539 1583 372 3443 1770 1863 1583 3433 1764Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 102% 107% 102% 102% 107% 102% 102% 102% 102% 102% 102% 102%Adj. Flow (vph) 37 789 375 131 1210 269 512 130 112 269 118 65RTOR Reduction (vph) 0 0 138 0 14 0 0 0 82 0 16 0Lane Group Flow (vph) 37 789 237 131 1465 0 512 130 30 269 167 0Turn Type pm+pt NA Perm pm+pt NA Split NA Perm Split NAProtected Phases 1 6 5 2 8 8 7 7Permitted Phases 6 6 2 8Actuated Green, G (s) 55.0 49.3 49.3 64.0 54.3 35.3 35.3 35.3 17.7 17.7Effective Green, g (s) 55.0 49.3 49.3 64.0 54.3 35.3 35.3 35.3 17.7 17.7Actuated g/C Ratio 0.42 0.38 0.38 0.49 0.42 0.27 0.27 0.27 0.14 0.14Clearance Time (s) 4.0 5.0 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 5.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 134 1342 600 298 1438 480 505 429 467 240v/s Ratio Prot 0.01 0.22 c0.04 c0.43 c0.29 0.07 0.08 c0.09v/s Ratio Perm 0.10 0.15 0.18 0.02v/c Ratio 0.28 0.59 0.40 0.44 1.02 1.07 0.26 0.07 0.58 0.69Uniform Delay, d1 30.1 32.2 29.5 20.7 37.9 47.4 37.1 35.2 52.6 53.6Progression Factor 1.34 1.31 1.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.7 1.2 1.3 1.0 28.6 60.0 0.3 0.1 1.7 8.4Delay (s) 41.3 43.4 54.4 21.7 66.4 107.3 37.4 35.2 54.4 62.0Level of Service D D D C E F D D D EApproach Delay (s) 46.7 62.8 84.6 57.4Approach LOS D E F E


HCM Signalized Intersection Capacity Analysis PM 2040 no buildForest Drive @ Bayridge 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 21 1080 397 85 725 232 306 124 100 398 175 20Future Volume (vph) 21 1080 397 85 725 232 306 124 100 398 175 20Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 5.0 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.97 1.00Frt 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 3539 1583 1770 3415 1770 1863 1583 3433 1834Flt Permitted 0.15 1.00 1.00 0.07 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 275 3539 1583 135 3415 1770 1863 1583 3433 1834Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 102% 107% 102% 102% 107% 102% 102% 102% 102% 102% 102% 102%Adj. Flow (vph) 23 1256 440 94 843 257 339 137 111 441 194 22RTOR Reduction (vph) 0 0 114 0 22 0 0 0 89 0 3 0Lane Group Flow (vph) 23 1256 326 94 1078 0 339 137 22 441 213 0Turn Type pm+pt NA Perm pm+pt NA Split NA Perm Split NAProtected Phases 1 6 5 2 8 8 7 7Permitted Phases 6 6 2 8Actuated Green, G (s) 55.5 51.5 51.5 62.7 55.1 24.3 24.3 24.3 19.6 19.6Effective Green, g (s) 55.5 51.5 51.5 62.7 55.1 24.3 24.3 24.3 19.6 19.6Actuated g/C Ratio 0.46 0.43 0.43 0.52 0.46 0.20 0.20 0.20 0.16 0.16Clearance Time (s) 4.0 5.0 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 5.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 177 1518 679 174 1568 358 377 320 560 299v/s Ratio Prot 0.00 c0.35 c0.03 0.32 c0.19 0.07 c0.13 0.12v/s Ratio Perm 0.06 0.21 0.25 0.01v/c Ratio 0.13 0.83 0.48 0.54 0.69 0.95 0.36 0.07 0.79 0.71Uniform Delay, d1 19.7 30.3 24.6 22.2 25.6 47.2 41.2 38.7 48.2 47.5Progression Factor 1.47 1.40 1.82 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 0.5 0.2 3.4 2.5 33.7 0.6 0.1 7.2 7.8Delay (s) 29.1 43.0 45.0 25.6 28.1 80.9 41.8 38.8 55.4 55.3Level of Service C D D C C F D D E EApproach Delay (s) 43.4 27.9 63.8 55.4Approach LOS D C E E


HCM Signalized Intersection Capacity Analysis AM 2040 no buildMD 173 at MD 607 4/18/2016


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 84 145 704 246 101 215Future Volume (vph) 84 145 704 246 101 215Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1863 1583 1770 1863 1770 1583Flt Permitted 1.00 1.00 0.55 1.00 0.95 1.00Satd. Flow (perm) 1863 1583 1022 1863 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 120% 113% 113% 104% 113% 113%Adj. Flow (vph) 110 178 865 278 124 264RTOR Reduction (vph) 0 131 0 0 0 194Lane Group Flow (vph) 110 47 865 278 124 70Turn Type NA Perm pm+pt NA Prot PermProtected Phases 4 3 8 2Permitted Phases 4 8 2Actuated Green, G (s) 16.0 16.0 36.0 36.0 16.0 16.0Effective Green, g (s) 16.0 16.0 36.0 36.0 16.0 16.0Actuated g/C Ratio 0.27 0.27 0.60 0.60 0.27 0.27Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 496 422 812 1117 472 422v/s Ratio Prot 0.06 c0.28 0.15 c0.07v/s Ratio Perm 0.03 c0.35 0.04v/c Ratio 0.22 0.11 1.07 0.25 0.26 0.17Uniform Delay, d1 17.1 16.6 10.4 5.6 17.3 16.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 0.5 50.4 0.5 1.4 0.9Delay (s) 18.2 17.2 60.8 6.2 18.7 17.7Level of Service B B E A B BApproach Delay (s) 17.6 47.5 18.0Approach LOS B D B

Intersection SummaryHCM 2000 Control Delay 36.5 HCM 2000 Level of Service DHCM 2000 Volume to Capacity ratio 0.87Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 63.7% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis PM 2040 no buildMD 173 4/18/2016


Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (vph) 203 201 424 142 253 743Future Volume (vph) 203 201 424 142 253 743Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1863 1583 1770 1863 1770 1583Flt Permitted 1.00 1.00 0.37 1.00 0.95 1.00Satd. Flow (perm) 1863 1583 688 1863 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 120% 113% 113% 104% 113% 113%Adj. Flow (vph) 265 247 521 161 311 913RTOR Reduction (vph) 0 181 0 0 0 404Lane Group Flow (vph) 265 66 521 161 311 509Turn Type NA Perm pm+pt NA Prot PermProtected Phases 4 3 8 2Permitted Phases 4 8 2Actuated Green, G (s) 16.0 16.0 31.0 31.0 21.0 21.0Effective Green, g (s) 16.0 16.0 31.0 31.0 21.0 21.0Actuated g/C Ratio 0.27 0.27 0.52 0.52 0.35 0.35Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 496 422 553 962 619 554v/s Ratio Prot 0.14 c0.17 0.09 0.18v/s Ratio Perm 0.04 c0.31 c0.32v/c Ratio 0.53 0.16 0.94 0.17 0.50 0.92Uniform Delay, d1 18.8 16.8 11.5 7.7 15.4 18.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 4.1 0.8 26.3 0.4 2.9 22.6Delay (s) 22.9 17.6 37.8 8.0 18.3 41.3Level of Service C B D A B DApproach Delay (s) 20.4 30.8 35.4Approach LOS C C D

Intersection SummaryHCM 2000 Control Delay 30.9 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.99Actuated Cycle Length (s) 60.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 71.5% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at MD 2 4/18/2016


Movement WBL WBR SEL SET NWT NWRLane ConfigurationsTraffic Volume (vph) 100 350 185 470 580 335Future Volume (vph) 100 350 185 470 580 335Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 5.5 7.0 7.0Lane Util. Factor 0.97 1.00 0.97 0.95 0.81Frt 1.00 0.85 1.00 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 1583 3433 3539 7130Flt Permitted 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 1583 3433 3539 7130Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 129% 129% 129% 129% 129% 129%Adj. Flow (vph) 140 491 259 659 813 470RTOR Reduction (vph) 0 344 0 0 80 0Lane Group Flow (vph) 140 147 259 659 1203 0Turn Type Prot Perm Prot NA NAProtected Phases 4 5 2 6Permitted Phases 4Actuated Green, G (s) 14.1 14.1 13.3 74.9 56.1Effective Green, g (s) 14.1 14.1 13.3 74.9 56.1Actuated g/C Ratio 0.14 0.14 0.13 0.75 0.56Clearance Time (s) 4.0 4.0 5.5 7.0 7.0Vehicle Extension (s) 3.0 3.0 3.5 6.0 6.0Lane Grp Cap (vph) 484 223 456 2650 3999v/s Ratio Prot 0.04 c0.08 0.19 c0.17v/s Ratio Perm c0.09v/c Ratio 0.29 0.66 0.57 0.25 0.30Uniform Delay, d1 38.5 40.7 40.7 3.9 11.6Progression Factor 0.72 1.80 1.00 1.00 1.00Incremental Delay, d2 0.3 6.7 1.8 0.2 0.2Delay (s) 27.9 79.9 42.4 4.1 11.8Level of Service C E D A BApproach Delay (s) 68.4 14.9 11.8Approach LOS E B B

Intersection SummaryHCM 2000 Control Delay 25.4 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.40Actuated Cycle Length (s) 100.0 Sum of lost time (s) 16.5Intersection Capacity Utilization 53.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at MD 2 4/18/2016


Movement WBL WBR SEL SET NWT NWRLane ConfigurationsTraffic Volume (vph) 175 420 265 760 1020 575Future Volume (vph) 175 420 265 760 1020 575Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 6.0 7.0 7.0Lane Util. Factor 0.97 1.00 0.97 0.95 0.81Frt 1.00 0.85 1.00 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 1583 3433 3539 7136Flt Permitted 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 3433 1583 3433 3539 7136Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 129% 129% 129% 129% 129% 129%Adj. Flow (vph) 245 589 372 1066 1430 806RTOR Reduction (vph) 0 315 0 0 90 0Lane Group Flow (vph) 245 274 372 1066 2146 0Turn Type Prot Perm Prot NA NAProtected Phases 4 5 2 6Permitted Phases 4Actuated Green, G (s) 18.6 18.6 16.5 70.4 47.9Effective Green, g (s) 18.6 18.6 16.5 70.4 47.9Actuated g/C Ratio 0.19 0.19 0.16 0.70 0.48Clearance Time (s) 4.0 4.0 6.0 7.0 7.0Vehicle Extension (s) 3.0 3.0 3.5 6.0 6.0Lane Grp Cap (vph) 638 294 566 2491 3418v/s Ratio Prot 0.07 c0.11 0.30 c0.30v/s Ratio Perm c0.17v/c Ratio 0.38 0.93 0.66 0.43 0.94drUniform Delay, d1 35.7 40.1 39.1 6.3 19.4Progression Factor 0.81 1.18 1.00 1.00 1.00Incremental Delay, d2 0.4 32.9 2.9 0.5 0.9Delay (s) 29.2 80.0 42.0 6.8 20.3Level of Service C F D A CApproach Delay (s) 65.1 15.9 20.3Approach LOS E B C

Intersection SummaryHCM 2000 Control Delay 27.2 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.70Actuated Cycle Length (s) 100.0 Sum of lost time (s) 17.0Intersection Capacity Utilization 67.9% ICU Level of Service CAnalysis Period (min) 15dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at MD 10 off ramp 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 520 25 365 410 0 85 0 25 115 75 55Future Volume (vph) 0 520 25 365 410 0 85 0 25 115 75 55Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 5.0 6.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00Frt 1.00 0.85 1.00 1.00 0.97 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.96 0.95 0.98 1.00Satd. Flow (prot) 3539 1583 1770 3539 1738 1681 1743 1583Flt Permitted 1.00 1.00 0.19 1.00 0.96 0.95 0.98 1.00Satd. Flow (perm) 3539 1583 359 3539 1738 1681 1743 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 129% 108% 108% 129% 100% 129% 100% 129% 129% 108% 129%Adj. Flow (vph) 0 729 29 428 575 0 119 0 35 161 88 77RTOR Reduction (vph) 0 0 20 0 0 0 0 131 0 0 0 67Lane Group Flow (vph) 0 729 9 428 575 0 0 23 0 122 127 10Turn Type NA Perm pm+pt NA Split NA Split NA PermProtected Phases 6 5 2 3 3 4 4Permitted Phases 6 2 4Actuated Green, G (s) 31.3 31.3 63.6 63.6 7.6 12.8 12.8 12.8Effective Green, g (s) 31.3 31.3 63.6 63.6 7.6 12.8 12.8 12.8Actuated g/C Ratio 0.31 0.31 0.64 0.64 0.08 0.13 0.13 0.13Clearance Time (s) 6.0 6.0 5.0 6.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 5.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1107 495 613 2250 132 215 223 202v/s Ratio Prot 0.21 c0.19 0.16 c0.01 0.07 c0.07v/s Ratio Perm 0.01 c0.25 0.01v/c Ratio 0.66 0.02 0.70 0.26 0.17 0.57 0.57 0.05Uniform Delay, d1 29.7 23.7 15.3 7.9 43.3 41.0 41.0 38.3Progression Factor 1.38 1.00 1.16 1.19 1.00 1.00 1.00 1.00Incremental Delay, d2 1.8 0.0 2.9 0.2 0.6 3.4 3.3 0.1Delay (s) 42.9 23.8 20.6 9.6 43.9 44.4 44.3 38.4Level of Service D C C A D D D DApproach Delay (s) 42.2 14.3 43.9 42.9Approach LOS D B D D


HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at MD 10 off ramp 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 870 55 240 405 0 160 0 35 280 170 150Future Volume (vph) 0 870 55 240 405 0 160 0 35 280 170 150Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.0 5.0 6.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 0.95 0.95 1.00Frt 1.00 0.85 1.00 1.00 0.98 1.00 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.96 0.95 0.98 1.00Satd. Flow (prot) 3539 1583 1770 3539 1746 1681 1740 1583Flt Permitted 1.00 1.00 0.10 1.00 0.96 0.95 0.98 1.00Satd. Flow (perm) 3539 1583 178 3539 1746 1681 1740 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 129% 108% 108% 129% 100% 129% 129% 129% 129% 108% 129%Adj. Flow (vph) 0 1220 65 282 568 0 224 0 49 393 200 210RTOR Reduction (vph) 0 0 41 0 0 0 0 126 0 0 0 177Lane Group Flow (vph) 0 1220 24 282 568 0 0 147 0 291 302 33Turn Type NA Perm pm+pt NA Split NA Split NA PermProtected Phases 6 5 2 3 3 4 4Permitted Phases 6 2 4Actuated Green, G (s) 36.8 36.8 57.0 57.0 11.3 15.7 15.7 15.7Effective Green, g (s) 36.8 36.8 57.0 57.0 11.3 15.7 15.7 15.7Actuated g/C Ratio 0.37 0.37 0.57 0.57 0.11 0.16 0.16 0.16Clearance Time (s) 6.0 6.0 5.0 6.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 5.0 5.0 3.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1302 582 343 2017 197 263 273 248v/s Ratio Prot c0.34 c0.12 0.16 c0.08 0.17 c0.17v/s Ratio Perm 0.02 0.34 0.02v/c Ratio 0.94 0.04 0.82 0.28 0.75 1.11 1.11 0.13Uniform Delay, d1 30.5 20.3 26.8 11.0 43.0 42.1 42.1 36.3Progression Factor 1.39 1.00 0.69 1.24 1.00 1.00 1.00 1.00Incremental Delay, d2 12.2 0.1 12.8 0.3 14.3 87.1 86.0 0.2Delay (s) 54.5 20.4 31.3 14.0 57.2 129.2 128.1 36.5Level of Service D C C B E F F DApproach Delay (s) 52.8 19.7 57.2 104.6Approach LOS D B E F


HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at MD 10 on ramp 4/18/2016


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 105 555 775 375 0 0Future Volume (vph) 105 555 775 375 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 6.0Lane Util. Factor 1.00 0.95 0.95Frt 1.00 1.00 0.96Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 3386Flt Permitted 0.14 1.00 1.00Satd. Flow (perm) 264 3539 3386Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 108% 129% 129% 108% 100% 100%Adj. Flow (vph) 123 778 1087 440 0 0RTOR Reduction (vph) 0 0 24 0 0 0Lane Group Flow (vph) 123 778 1503 0 0 0Turn Type D.P+P NA NAProtected Phases 1 1 2 2Permitted Phases 2Actuated Green, G (s) 89.0 100.0 77.3Effective Green, g (s) 89.0 94.0 77.3Actuated g/C Ratio 0.89 0.94 0.77Clearance Time (s) 5.0 6.0Vehicle Extension (s) 3.0 5.0Lane Grp Cap (vph) 411 3326 2617v/s Ratio Prot c0.04 0.22 c0.44v/s Ratio Perm 0.23v/c Ratio 0.30 0.23 0.57Uniform Delay, d1 1.9 0.2 4.6Progression Factor 17.62 1.00 1.05Incremental Delay, d2 0.3 0.0 0.8Delay (s) 33.7 0.3 5.7Level of Service C A AApproach Delay (s) 4.8 5.7 0.0Approach LOS A A A


HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at MD 10 on ramp 4/18/2016


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (vph) 105 1080 645 230 0 0Future Volume (vph) 105 1080 645 230 0 0Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 6.0Lane Util. Factor 1.00 0.95 0.95Frt 1.00 1.00 0.97Flt Protected 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 3417Flt Permitted 0.19 1.00 1.00Satd. Flow (perm) 363 3539 3417Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 108% 129% 129% 108% 100% 100%Adj. Flow (vph) 123 1514 904 270 0 0RTOR Reduction (vph) 0 0 24 0 0 0Lane Group Flow (vph) 123 1514 1150 0 0 0Turn Type D.P+P NA NAProtected Phases 1 1 2 2Permitted Phases 2Actuated Green, G (s) 89.0 100.0 64.8Effective Green, g (s) 89.0 94.0 64.8Actuated g/C Ratio 0.89 0.94 0.65Clearance Time (s) 5.0 6.0Vehicle Extension (s) 3.0 5.0Lane Grp Cap (vph) 663 3326 2214v/s Ratio Prot 0.04 c0.43 c0.34v/s Ratio Perm 0.12v/c Ratio 0.19 0.46 0.52Uniform Delay, d1 1.7 0.3 9.3Progression Factor 5.04 1.00 0.28Incremental Delay, d2 0.0 0.0 0.7Delay (s) 8.7 0.3 3.3Level of Service A A AApproach Delay (s) 1.0 3.3 0.0Approach LOS A A A


HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at Baltimore/Annapolis 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 110 345 100 160 750 175 125 110 110 105 175 270Future Volume (vph) 110 345 100 160 750 175 125 110 110 105 175 270Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.97 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3432 1770 3539 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.41 1.00 1.00 0.67 1.00 1.00Satd. Flow (perm) 1770 3432 1770 3539 1583 758 1863 1583 1250 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 135% 129% 112% 112% 105% 135% 129% 112% 105% 105% 135% 129%Adj. Flow (vph) 161 484 122 195 856 257 175 134 126 120 257 379RTOR Reduction (vph) 0 23 0 0 0 170 0 0 86 0 0 217Lane Group Flow (vph) 161 583 0 195 856 87 175 134 40 120 257 162Turn Type Prot NA Prot NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 2 6 6Actuated Green, G (s) 10.9 29.0 15.6 33.7 33.7 41.9 31.9 31.9 36.9 29.4 29.4Effective Green, g (s) 10.9 29.0 15.6 33.7 33.7 41.9 31.9 31.9 36.9 29.4 29.4Actuated g/C Ratio 0.11 0.29 0.16 0.34 0.34 0.42 0.32 0.32 0.37 0.29 0.29Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 192 995 276 1192 533 418 594 504 500 547 465v/s Ratio Prot c0.09 0.17 c0.11 c0.24 c0.04 0.07 0.02 c0.14v/s Ratio Perm 0.05 0.13 0.03 0.07 0.10v/c Ratio 0.84 0.59 0.71 0.72 0.16 0.42 0.23 0.08 0.24 0.47 0.35Uniform Delay, d1 43.7 30.4 40.0 29.0 23.3 19.4 25.0 23.8 21.4 28.9 27.8Progression Factor 1.41 0.57 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 25.8 0.9 8.0 2.1 0.1 0.7 0.9 0.3 0.2 2.9 2.1Delay (s) 87.4 18.3 48.0 31.1 23.4 20.0 25.9 24.1 21.6 31.8 29.8Level of Service F B D C C C C C C C CApproach Delay (s) 32.8 32.1 23.0 29.2Approach LOS C C C C


HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at Baltimore Annapolis/MD 648 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 210 710 160 165 505 180 180 200 165 220 190 190Future Volume (vph) 210 710 160 165 505 180 180 200 165 220 190 190Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3452 1770 3539 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.30 1.00 1.00 0.41 1.00 1.00Satd. Flow (perm) 1770 3452 1770 3539 1583 554 1863 1583 769 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 135% 129% 112% 112% 105% 135% 129% 112% 105% 105% 135% 129%Adj. Flow (vph) 308 996 195 201 576 264 252 243 188 251 279 266RTOR Reduction (vph) 0 16 0 0 0 205 0 0 145 0 0 208Lane Group Flow (vph) 308 1175 0 201 576 59 252 243 43 251 279 58Turn Type Prot NA Prot NA Perm pm+pt NA Perm pm+pt NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 2 2 6 6Actuated Green, G (s) 28.6 36.9 14.1 22.4 22.4 34.0 22.9 22.9 32.0 21.9 21.9Effective Green, g (s) 28.6 36.9 14.1 22.4 22.4 34.0 22.9 22.9 32.0 21.9 21.9Actuated g/C Ratio 0.29 0.37 0.14 0.22 0.22 0.34 0.23 0.23 0.32 0.22 0.22Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 506 1273 249 792 354 323 426 362 347 407 346v/s Ratio Prot 0.17 c0.34 c0.11 0.16 c0.09 0.13 0.07 0.15v/s Ratio Perm 0.04 c0.18 0.03 0.16 0.04v/c Ratio 0.61 0.92 0.81 0.73 0.17 0.78 0.57 0.12 0.72 0.69 0.17Uniform Delay, d1 30.9 30.2 41.6 36.0 31.3 26.2 34.2 30.6 27.9 35.9 31.7Progression Factor 0.66 0.65 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.9 10.4 17.2 3.4 0.2 11.5 5.5 0.7 7.3 9.1 1.1Delay (s) 22.2 30.1 58.8 39.3 31.5 37.8 39.6 31.2 35.2 44.9 32.7Level of Service C C E D C D D C D D CApproach Delay (s) 28.5 41.1 36.6 37.8Approach LOS C D D D


HCM Unsignalized Intersection Capacity Analysis 2040 AM Peak with wideningMD 177 at New Freetown 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 155 400 5 5 775 25 15 0 10 5 0 295Future Volume (Veh/h) 155 400 5 5 775 25 15 0 10 5 0 295Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 177 457 6 6 885 29 17 0 11 6 0 337PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh) 3 8Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 914 463 1268 1740 232 1485 1714 442vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 914 463 1268 1740 232 1485 1714 442tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3p0 queue free % 76 99 58 100 99 91 100 40cM capacity (veh/h) 742 1095 41 65 771 69 68 563

Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 NB 1 SB 1Volume Total 177 305 158 6 442 442 29 28 343Volume Left 177 0 0 6 0 0 0 17 6Volume Right 0 0 6 0 0 0 29 11 337cSH 742 1700 1700 1095 1700 1700 1700 67 573Volume to Capacity 0.24 0.18 0.09 0.01 0.26 0.26 0.02 0.42 0.60Queue Length 95th (ft) 23 0 0 0 0 0 0 40 98Control Delay (s) 11.4 0.0 0.0 8.3 0.0 0.0 0.0 92.2 21.2Lane LOS B A F CApproach Delay (s) 3.1 0.1 92.2 21.2Approach LOS F C

Intersection SummaryAverage Delay 6.2Intersection Capacity Utilization 55.0% ICU Level of Service BAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at New Freetown 4/18/2016



Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 SB 1Volume Total 177 463 6 885 29 28 343Volume Left 177 0 6 0 0 17 6Volume Right 0 6 0 0 29 11 337cSH 746 1700 1098 1700 1700 2 350Volume to Capacity 0.24 0.27 0.01 0.52 0.02 14.48 0.98Queue Length 95th (ft) 23 0 0 0 0 Err 273Control Delay (s) 11.3 0.0 8.3 0.0 0.0 Err 78.9Lane LOS B A F FApproach Delay (s) 3.1 0.1 Err 78.9Approach LOS F F

Intersection SummaryAverage Delay 160.1Intersection Capacity Utilization 75.3% ICU Level of Service DAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis 2040 PM Peak with wideningMD 177 at New Freetown 4/18/2016



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 WB 4 NB 1 SB 1Volume Total 245 655 350 6 376 376 11 17 222Volume Left 245 0 0 6 0 0 0 11 11Volume Right 0 0 23 0 0 0 11 6 205cSH 845 1700 1700 685 1700 1700 1700 30 484Volume to Capacity 0.29 0.39 0.21 0.01 0.22 0.22 0.01 0.57 0.46Queue Length 95th (ft) 30 0 0 1 0 0 0 46 59Control Delay (s) 11.0 0.0 0.0 10.3 0.0 0.0 0.0 221.8 25.4Lane LOS B B F DApproach Delay (s) 2.2 0.1 221.8 25.4Approach LOS F D

Intersection SummaryAverage Delay 5.4Intersection Capacity Utilization 49.2% ICU Level of Service AAnalysis Period (min) 15

HCM Unsignalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at New Freetown 4/18/2016



Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 SB 1Volume Total 245 1005 6 753 11 17 222Volume Left 245 0 6 0 0 11 11Volume Right 0 23 0 0 11 6 205cSH 849 1700 689 1700 1700 15 325Volume to Capacity 0.29 0.59 0.01 0.44 0.01 1.15 0.68Queue Length 95th (ft) 30 0 1 0 0 67 118Control Delay (s) 11.0 0.0 10.3 0.0 0.0 635.5 43.6Lane LOS B B F EApproach Delay (s) 2.1 0.1 635.5 43.6Approach LOS F E

Intersection SummaryAverage Delay 10.3Intersection Capacity Utilization 69.7% ICU Level of Service CAnalysis Period (min) 15

HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at Waterford/MD 648 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 65 290 60 60 530 70 115 100 35 85 130 160Future Volume (vph) 65 290 60 60 530 70 115 100 35 85 130 160Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 7.0 7.0 5.0 7.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.96 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.98 1.00Satd. Flow (prot) 1770 1863 1583 1770 1829 1770 1787 1827 1583Flt Permitted 0.11 1.00 1.00 0.51 1.00 0.95 1.00 0.98 1.00Satd. Flow (perm) 207 1863 1583 957 1829 1770 1787 1827 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 116% 105% 107% 107% 112% 116% 105% 107% 112% 112% 116% 105%Adj. Flow (vph) 82 331 70 70 645 88 131 116 43 103 164 183RTOR Reduction (vph) 0 0 36 0 3 0 0 10 0 0 0 87Lane Group Flow (vph) 82 331 34 70 730 0 131 149 0 0 267 96Turn Type pm+pt NA Perm pm+pt NA Split NA Split NA PermProtected Phases 5 2 1 6 3 3 4 4Permitted Phases 2 2 6 4Actuated Green, G (s) 71.9 62.6 62.6 65.5 59.4 15.5 15.5 22.7 22.7Effective Green, g (s) 71.9 62.6 62.6 65.5 59.4 15.5 15.5 22.7 22.7Actuated g/C Ratio 0.55 0.48 0.48 0.50 0.46 0.12 0.12 0.17 0.17Clearance Time (s) 5.0 7.0 7.0 5.0 7.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 2.5 5.0 5.0 2.5 5.0 2.5 2.5 3.0 3.0Lane Grp Cap (vph) 226 897 762 520 836 211 213 319 276v/s Ratio Prot c0.03 0.18 0.01 c0.40 0.07 c0.08 c0.15v/s Ratio Perm 0.17 0.02 0.06 0.06v/c Ratio 0.36 0.37 0.04 0.13 0.87 0.62 0.70 0.84 0.35Uniform Delay, d1 22.2 21.2 17.8 16.7 31.9 54.4 55.0 51.8 47.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.7 0.5 0.1 0.1 10.8 4.8 9.3 17.1 0.8Delay (s) 23.0 21.7 17.9 16.8 42.7 59.2 64.2 68.9 47.8Level of Service C C B B D E E E DApproach Delay (s) 21.4 40.4 62.0 60.3Approach LOS C D E E


HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at Waterford/MD 648 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 145 605 125 55 455 105 100 125 105 120 145 120Future Volume (vph) 145 605 125 55 455 105 100 125 105 120 145 120Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 7.0 7.0 5.0 7.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.93 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.98 1.00Satd. Flow (prot) 1770 1863 1583 1770 1809 1770 1732 1822 1583Flt Permitted 0.08 1.00 1.00 0.17 1.00 0.95 1.00 0.98 1.00Satd. Flow (perm) 151 1863 1583 325 1809 1770 1732 1822 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 116% 105% 107% 107% 112% 116% 105% 107% 112% 112% 116% 105%Adj. Flow (vph) 183 690 145 64 554 132 114 145 128 146 183 137RTOR Reduction (vph) 0 0 44 0 5 0 0 19 0 0 0 75Lane Group Flow (vph) 183 690 101 64 681 0 114 254 0 0 329 62Turn Type pm+pt NA Perm pm+pt NA Split NA Split NA PermProtected Phases 5 2 1 6 3 3 4 4Permitted Phases 2 2 6 4Actuated Green, G (s) 86.8 75.3 75.3 72.6 66.1 24.7 24.7 32.1 32.1Effective Green, g (s) 86.8 75.3 75.3 72.6 66.1 24.7 24.7 32.1 32.1Actuated g/C Ratio 0.54 0.47 0.47 0.45 0.41 0.15 0.15 0.20 0.20Clearance Time (s) 5.0 7.0 7.0 5.0 7.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 2.5 5.0 5.0 2.5 5.0 2.5 2.5 3.0 3.0Lane Grp Cap (vph) 238 868 737 204 739 270 264 361 314v/s Ratio Prot c0.07 c0.37 0.01 c0.38 0.06 c0.15 c0.18v/s Ratio Perm 0.34 0.06 0.13 0.04v/c Ratio 0.77 0.79 0.14 0.31 0.92 0.42 0.96 0.91 0.20Uniform Delay, d1 38.8 36.6 24.6 30.2 45.3 62.0 68.0 63.4 54.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 13.3 7.4 0.4 0.6 17.6 0.8 45.0 26.4 0.3Delay (s) 52.1 44.0 25.0 30.8 62.9 62.8 113.0 89.8 54.3Level of Service D D C C E E F F DApproach Delay (s) 42.8 60.2 98.2 79.3Approach LOS D E F E


HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at Outing 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 15 425 0 0 440 25 10 5 10 280 0 235Future Volume (vph) 15 425 0 0 440 25 10 5 10 280 0 235Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 5.5 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.99 0.95 1.00 0.85Flt Protected 0.95 1.00 1.00 0.98 0.95 1.00Satd. Flow (prot) 1770 1863 1848 1730 1770 1583Flt Permitted 0.32 1.00 1.00 0.98 0.95 1.00Satd. Flow (perm) 593 1863 1848 1730 1770 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 105% 112% 100% 100% 112% 105% 105% 105% 105% 105% 105% 105%Adj. Flow (vph) 17 517 0 0 536 29 11 6 11 320 0 268RTOR Reduction (vph) 0 0 0 0 2 0 0 11 0 0 0 180Lane Group Flow (vph) 17 517 0 0 563 0 0 17 0 0 320 88Turn Type Perm NA Perm NA Split NA Split NA PermProtected Phases 2 6 3 3 4 4Permitted Phases 2 6 4Actuated Green, G (s) 45.4 45.4 45.4 1.7 24.2 24.2Effective Green, g (s) 45.4 45.4 45.4 1.7 24.2 24.2Actuated g/C Ratio 0.52 0.52 0.52 0.02 0.28 0.28Clearance Time (s) 5.5 5.5 5.5 5.0 5.0 5.0Vehicle Extension (s) 5.0 5.0 5.0 2.5 5.0 5.0Lane Grp Cap (vph) 310 974 966 33 493 441v/s Ratio Prot 0.28 c0.30 c0.01 c0.18v/s Ratio Perm 0.03 0.06v/c Ratio 0.05 0.53 0.58 0.52 0.65 0.20Uniform Delay, d1 10.2 13.7 14.2 42.1 27.6 23.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 2.1 1.4 10.9 4.0 0.5Delay (s) 10.5 15.7 15.6 53.0 31.6 24.4Level of Service B B B D C CApproach Delay (s) 15.6 15.6 53.0 28.3Approach LOS B B D C

Intersection SummaryHCM 2000 Control Delay 20.6 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.60Actuated Cycle Length (s) 86.8 Sum of lost time (s) 15.5Intersection Capacity Utilization 59.9% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at Outing 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 65 850 0 0 480 55 15 5 25 180 5 145Future Volume (vph) 65 850 0 0 480 55 15 5 25 180 5 145Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.5 5.5 5.5 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.99 0.92 1.00 0.85Flt Protected 0.95 1.00 1.00 0.98 0.95 1.00Satd. Flow (prot) 1770 1863 1836 1695 1776 1583Flt Permitted 0.28 1.00 1.00 0.98 0.95 1.00Satd. Flow (perm) 525 1863 1836 1695 1776 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 105% 112% 100% 100% 112% 105% 105% 105% 105% 105% 105% 105%Adj. Flow (vph) 74 1035 0 0 584 63 17 6 29 205 6 165RTOR Reduction (vph) 0 0 0 0 3 0 0 28 0 0 0 129Lane Group Flow (vph) 74 1035 0 0 644 0 0 24 0 0 211 36Turn Type Perm NA Perm NA Split NA Split NA PermProtected Phases 2 6 3 3 4 4Permitted Phases 2 6 4Actuated Green, G (s) 45.1 45.1 45.1 2.8 17.8 17.8Effective Green, g (s) 45.1 45.1 45.1 2.8 17.8 17.8Actuated g/C Ratio 0.56 0.56 0.56 0.03 0.22 0.22Clearance Time (s) 5.5 5.5 5.5 5.0 5.0 5.0Vehicle Extension (s) 5.0 5.0 5.0 2.5 5.0 5.0Lane Grp Cap (vph) 291 1034 1019 58 389 347v/s Ratio Prot c0.56 0.35 c0.01 c0.12v/s Ratio Perm 0.14 0.02v/c Ratio 0.25 1.00 0.63 0.41 0.54 0.10Uniform Delay, d1 9.3 18.1 12.4 38.4 28.1 25.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.1 28.2 1.8 3.5 2.7 0.3Delay (s) 11.4 46.3 14.2 41.9 30.8 25.6Level of Service B D B D C CApproach Delay (s) 43.9 14.2 41.9 28.5Approach LOS D B D C

Intersection SummaryHCM 2000 Control Delay 32.4 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.85Actuated Cycle Length (s) 81.2 Sum of lost time (s) 15.5Intersection Capacity Utilization 82.9% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at Catherine 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 65 400 250 355 410 20 35 90 145 10 45 20Future Volume (vph) 65 400 250 355 410 20 35 90 145 10 45 20Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 0.99 1.00 0.99Satd. Flow (prot) 1770 1863 1583 1770 1850 3490 1583 1784Flt Permitted 0.47 1.00 1.00 0.30 1.00 0.85 1.00 0.95Satd. Flow (perm) 883 1863 1583 559 1850 3018 1583 1712Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 110% 112% 111% 111% 110% 110% 112% 111% 110% 110% 110% 112%Adj. Flow (vph) 78 487 302 428 490 24 43 109 173 12 54 24RTOR Reduction (vph) 0 0 92 0 1 0 0 0 134 0 9 0Lane Group Flow (vph) 78 487 210 428 513 0 0 152 39 0 81 0Turn Type pm+pt NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 6 6 2 4 4 8Actuated Green, G (s) 66.0 59.2 59.2 87.0 75.2 29.1 29.1 29.1Effective Green, g (s) 66.0 59.2 59.2 87.0 75.2 29.1 29.1 29.1Actuated g/C Ratio 0.52 0.46 0.46 0.68 0.59 0.23 0.23 0.23Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 2.5 4.0 4.0 2.5 4.0 2.5 2.5 2.5Lane Grp Cap (vph) 502 860 731 595 1086 685 359 388v/s Ratio Prot 0.01 0.26 c0.13 0.28v/s Ratio Perm 0.07 0.13 c0.36 c0.05 0.02 0.05v/c Ratio 0.16 0.57 0.29 0.72 0.47 0.22 0.11 0.21Uniform Delay, d1 15.7 25.1 21.4 13.2 15.1 40.3 39.2 40.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 2.7 1.0 3.9 1.5 0.7 0.6 1.2Delay (s) 15.9 27.8 22.4 17.0 16.6 41.0 39.8 41.4Level of Service B C C B B D D DApproach Delay (s) 24.8 16.8 40.4 41.4Approach LOS C B D D


HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at Catherine 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 225 630 200 290 405 30 110 390 470 10 25 20Future Volume (vph) 225 630 200 290 405 30 110 390 470 10 25 20Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00Frt 1.00 1.00 0.85 1.00 0.99 0.96 0.85 0.95Flt Protected 0.95 1.00 1.00 0.95 1.00 0.99 1.00 0.99Satd. Flow (prot) 1770 1863 1583 1770 1843 3236 1441 1755Flt Permitted 0.20 1.00 1.00 0.08 1.00 0.88 1.00 0.84Satd. Flow (perm) 381 1863 1583 152 1843 2860 1441 1496Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 100% 100% 111% 110% 110% 112% 111% 110% 110% 110% 112%Adj. Flow (vph) 245 685 217 350 484 36 134 471 562 12 30 24RTOR Reduction (vph) 0 0 65 0 2 0 0 19 200 0 13 0Lane Group Flow (vph) 245 685 152 350 518 0 0 788 160 0 53 0Turn Type pm+pt NA Perm pm+pt NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 6 6 2 4 4 8Actuated Green, G (s) 58.9 44.0 44.0 74.0 54.1 69.0 69.0 69.0Effective Green, g (s) 58.9 44.0 44.0 74.0 54.1 69.0 69.0 69.0Actuated g/C Ratio 0.38 0.28 0.28 0.48 0.35 0.45 0.45 0.45Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0Vehicle Extension (s) 2.5 4.0 4.0 2.5 4.0 2.5 2.5 2.5Lane Grp Cap (vph) 278 528 449 333 643 1273 641 665v/s Ratio Prot 0.08 c0.37 c0.17 0.28v/s Ratio Perm 0.25 0.10 0.33 c0.28 0.11 0.04v/c Ratio 0.88 1.30 0.34 1.05 0.81 0.62 0.25 0.08Uniform Delay, d1 38.1 55.5 44.0 51.2 45.7 32.9 26.8 24.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 26.0 147.3 2.0 63.3 10.4 2.3 0.9 0.2Delay (s) 64.1 202.8 46.0 114.5 56.1 35.2 27.8 25.0Level of Service E F D F E D C CApproach Delay (s) 143.5 79.6 32.9 25.0Approach LOS F E C C

Intersection SummaryHCM 2000 Control Delay 84.3 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 0.91Actuated Cycle Length (s) 155.0 Sum of lost time (s) 17.0Intersection Capacity Utilization 89.5% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at Edwin Raynor 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 50 320 95 60 220 80 60 215 90 125 710 85Future Volume (vph) 50 320 95 60 220 80 60 215 90 125 710 85Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.0 6.5 6.5 6.0 6.5 6.0 6.5 6.5Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 1863 1583 1770 1863 1583 1770 3389 1770 1863 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.10 1.00 0.42 1.00 1.00Satd. Flow (perm) 3433 1863 1583 1770 1863 1583 193 3389 783 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 107% 110% 112% 112% 105% 107% 110% 112% 105% 105% 107% 110%Adj. Flow (vph) 58 383 116 73 251 93 72 262 103 143 826 102RTOR Reduction (vph) 0 0 71 0 0 54 0 25 0 0 0 72Lane Group Flow (vph) 58 383 45 73 251 39 72 340 0 143 826 30Turn Type Prot NA Perm Prot NA Perm pm+pt NA pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 2 6 4 8 8Actuated Green, G (s) 6.1 54.8 54.8 10.6 59.3 59.3 47.1 38.6 53.5 41.8 41.8Effective Green, g (s) 6.1 54.8 54.8 10.6 59.3 59.3 47.1 38.6 53.5 41.8 41.8Actuated g/C Ratio 0.04 0.39 0.39 0.08 0.42 0.42 0.33 0.27 0.38 0.30 0.30Clearance Time (s) 6.0 6.5 6.5 6.0 6.5 6.5 6.0 6.5 6.0 6.5 6.5Vehicle Extension (s) 2.5 4.5 4.5 2.5 4.5 4.5 2.5 2.5 2.5 3.5 3.5Lane Grp Cap (vph) 148 725 616 133 785 667 159 929 379 553 470v/s Ratio Prot 0.02 c0.21 c0.04 c0.13 0.03 0.10 c0.03 c0.44v/s Ratio Perm 0.03 0.02 0.12 0.11 0.02v/c Ratio 0.39 0.53 0.07 0.55 0.32 0.06 0.45 0.37 0.38 1.49 0.06Uniform Delay, d1 65.5 33.0 27.0 62.7 27.2 24.1 36.9 41.2 29.7 49.4 35.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.2 2.7 0.2 3.6 1.1 0.2 1.5 1.1 0.5 231.6 0.3Delay (s) 66.7 35.8 27.2 66.4 28.3 24.3 38.4 42.3 30.2 281.0 35.7Level of Service E D C E C C D D C F DApproach Delay (s) 37.2 34.1 41.7 224.2Approach LOS D C D F

Intersection SummaryHCM 2000 Control Delay 118.1 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 0.88Actuated Cycle Length (s) 140.7 Sum of lost time (s) 25.0Intersection Capacity Utilization 90.0% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at Edwin Raynor 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 275 510 150 60 365 110 200 1040 75 130 410 120Future Volume (vph) 275 510 150 60 365 110 200 1040 75 130 410 120Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 6.0 6.5 6.5 6.0 6.5 6.5 6.0 6.5 6.0 6.5 6.5Lane Util. Factor 0.97 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 3433 1863 1583 1770 1863 1583 1770 3505 1770 1863 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.10 1.00 0.10 1.00 1.00Satd. Flow (perm) 3433 1863 1583 1770 1863 1583 186 3505 194 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 107% 110% 112% 112% 105% 107% 110% 112% 105% 105% 107% 110%Adj. Flow (vph) 320 610 183 73 417 128 239 1266 86 148 477 143RTOR Reduction (vph) 0 0 88 0 0 68 0 3 0 0 0 106Lane Group Flow (vph) 320 610 95 73 417 60 239 1349 0 148 477 37Turn Type Prot NA Perm Prot NA Perm pm+pt NA pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 2 6 4 8 8Actuated Green, G (s) 17.6 60.1 60.1 11.0 53.5 53.5 54.0 40.0 51.0 38.5 38.5Effective Green, g (s) 17.6 60.1 60.1 11.0 53.5 53.5 54.0 40.0 51.0 38.5 38.5Actuated g/C Ratio 0.12 0.40 0.40 0.07 0.36 0.36 0.36 0.27 0.34 0.26 0.26Clearance Time (s) 6.0 6.5 6.5 6.0 6.5 6.5 6.0 6.5 6.0 6.5 6.5Vehicle Extension (s) 2.5 4.5 4.5 2.5 4.5 4.5 2.5 2.5 2.5 3.5 3.5Lane Grp Cap (vph) 406 753 640 131 670 569 216 943 199 482 410v/s Ratio Prot c0.09 c0.33 0.04 0.22 c0.10 c0.38 0.06 0.26v/s Ratio Perm 0.06 0.04 0.30 0.19 0.02v/c Ratio 0.79 0.81 0.15 0.56 0.62 0.11 1.11 1.43 0.74 0.99 0.09Uniform Delay, d1 63.7 39.2 28.0 66.4 39.2 31.6 43.1 54.3 39.3 54.9 41.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.4 9.2 0.5 4.1 4.3 0.4 92.7 199.9 13.3 38.5 0.4Delay (s) 73.1 48.4 28.5 70.5 43.5 32.0 135.8 254.2 52.6 93.4 42.2Level of Service E D C E D C F F D F DApproach Delay (s) 52.2 44.3 236.4 76.0Approach LOS D D F E


HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at Hog Neck 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 65 385 85 65 240 165 35 205 35 155 530 85Future Volume (vph) 65 385 85 65 240 165 35 205 35 155 530 85Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 5.0 6.0 4.0 4.0 6.0 6.0 4.0 6.0 6.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 1863 1583 1770 1863 1583Flt Permitted 0.44 1.00 1.00 0.19 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 815 1863 1583 349 1863 1583 1770 1863 1583 1770 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 113% 105% 119% 119% 105% 113% 105% 119% 105% 105% 113% 105%Adj. Flow (vph) 80 439 110 84 274 203 40 265 40 177 651 97RTOR Reduction (vph) 0 0 54 0 0 78 0 0 26 0 0 59Lane Group Flow (vph) 80 439 56 84 274 125 40 265 14 177 651 38Turn Type pm+pt NA Perm pm+pt NA pm+ov Prot NA Perm Prot NA PermProtected Phases 7 4 3 8 1 5 2 1 6Permitted Phases 4 4 8 8 2 6Actuated Green, G (s) 40.4 31.9 31.9 40.8 32.1 43.2 6.7 40.0 40.0 11.1 44.4 44.4Effective Green, g (s) 40.4 31.9 31.9 40.8 32.1 43.2 6.7 40.0 40.0 11.1 44.4 44.4Actuated g/C Ratio 0.36 0.28 0.28 0.36 0.28 0.38 0.06 0.35 0.35 0.10 0.39 0.39Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 4.0 4.0 6.0 6.0 4.0 6.0 6.0Vehicle Extension (s) 2.5 3.0 3.0 2.5 6.0 2.0 2.0 3.0 3.0 2.0 3.0 3.0Lane Grp Cap (vph) 364 527 448 236 530 606 105 661 561 174 733 623v/s Ratio Prot 0.02 c0.24 c0.03 0.15 0.02 0.02 0.14 c0.10 c0.35v/s Ratio Perm 0.06 0.04 0.10 0.06 0.01 0.02v/c Ratio 0.22 0.83 0.13 0.36 0.52 0.21 0.38 0.40 0.03 1.02 0.89 0.06Uniform Delay, d1 24.6 37.9 30.0 26.1 33.8 23.3 51.0 27.3 23.7 50.8 31.8 21.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 10.8 0.1 0.7 2.3 0.1 0.8 1.8 0.1 72.8 15.0 0.2Delay (s) 24.8 48.7 30.2 26.8 36.1 23.3 51.8 29.1 23.7 123.6 46.9 21.4Level of Service C D C C D C D C C F D CApproach Delay (s) 42.5 30.1 31.2 58.9Approach LOS D C C E


HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at MD 100 4/18/2016


Movement EBL EBR SET SER NWL NWTLane ConfigurationsTraffic Volume (vph) 0 0 267 0 1080 401Future Volume (vph) 0 0 267 0 1080 401Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00Frt 1.00 1.00 1.00Flt Protected 1.00 0.95 1.00Satd. Flow (prot) 1863 3433 1863Flt Permitted 1.00 0.95 1.00Satd. Flow (perm) 1863 3433 1863Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 100% 105% 100% 121% 105%Adj. Flow (vph) 0 0 305 0 1420 458RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 0 305 0 1420 458Turn Type NA Perm Split NAProtected Phases 2 1 1Permitted Phases 2Actuated Green, G (s) 18.0 44.4 44.4Effective Green, g (s) 18.0 44.4 44.4Actuated g/C Ratio 0.25 0.61 0.61Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 463 2105 1142v/s Ratio Prot c0.16 c0.41 0.25v/s Ratio Permv/c Ratio 0.66 0.67 0.40Uniform Delay, d1 24.4 9.2 7.2Progression Factor 1.00 1.00 1.00Incremental Delay, d2 3.4 0.9 0.2Delay (s) 27.8 10.1 7.4Level of Service C B AApproach Delay (s) 0.0 27.8 9.4Approach LOS A C A


HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at MD 100 4/18/2016


Movement EBL EBR SET SER NWL NWTLane ConfigurationsTraffic Volume (vph) 0 0 597 0 540 470Future Volume (vph) 0 0 597 0 540 470Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0Lane Util. Factor 1.00 0.97 1.00Frt 1.00 1.00 1.00Flt Protected 1.00 0.95 1.00Satd. Flow (prot) 1863 3433 1863Flt Permitted 1.00 0.95 1.00Satd. Flow (perm) 1863 3433 1863Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 100% 105% 100% 121% 105%Adj. Flow (vph) 0 0 681 0 710 536RTOR Reduction (vph) 0 0 0 0 0 0Lane Group Flow (vph) 0 0 681 0 710 536Turn Type NA Perm Split NAProtected Phases 2 1 1Permitted Phases 2Actuated Green, G (s) 58.0 32.0 32.0Effective Green, g (s) 58.0 32.0 32.0Actuated g/C Ratio 0.58 0.32 0.32Clearance Time (s) 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 1080 1098 596v/s Ratio Prot c0.37 0.21 c0.29v/s Ratio Permv/c Ratio 0.63 0.65 0.90Uniform Delay, d1 13.9 29.2 32.5Progression Factor 1.00 1.00 1.00Incremental Delay, d2 2.8 2.9 19.0Delay (s) 16.7 32.1 51.5Level of Service B C DApproach Delay (s) 0.0 16.7 40.4Approach LOS A B D

Intersection SummaryHCM 2000 Control Delay 32.0 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.73Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 60.0% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 AM No BuildMD 177 at Lakeshore 4/18/2016


Movement NBL NBR SET SER NWL NWTLane ConfigurationsTraffic Volume (vph) 218 35 678 71 24 1291Future Volume (vph) 218 35 678 71 24 1291Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 1770 1583 1863 1583 3536Flt Permitted 0.95 1.00 1.00 1.00 0.94Satd. Flow (perm) 1770 1583 1863 1583 3314Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 105% 105% 110% 105% 105% 110%Adj. Flow (vph) 249 40 811 81 27 1544RTOR Reduction (vph) 0 29 0 23 0 0Lane Group Flow (vph) 249 11 811 58 0 1571Turn Type Prot Perm NA Perm Perm NAProtected Phases 4 6 2Permitted Phases 4 6 2Actuated Green, G (s) 14.5 14.5 31.1 31.1 31.1Effective Green, g (s) 14.5 14.5 31.1 31.1 31.1Actuated g/C Ratio 0.27 0.27 0.58 0.58 0.58Clearance Time (s) 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 478 428 1080 918 1922v/s Ratio Prot c0.14 0.44v/s Ratio Perm 0.01 0.04 c0.47v/c Ratio 0.52 0.03 0.75 0.06 0.82Uniform Delay, d1 16.6 14.4 8.4 4.9 9.0Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.9 0.1 3.6 0.1 4.0Delay (s) 18.5 14.4 11.9 5.0 13.0Level of Service B B B A BApproach Delay (s) 18.0 11.3 13.0Approach LOS B B B

Intersection SummaryHCM 2000 Control Delay 13.0 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.72Actuated Cycle Length (s) 53.6 Sum of lost time (s) 8.0Intersection Capacity Utilization 76.5% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis 2040 PM Peak No BuildMD 177 at Lakeshore 4/18/2016


Movement NBL NBR SET SER NWL NWTLane ConfigurationsTraffic Volume (vph) 137 40 1363 248 45 773Future Volume (vph) 137 40 1363 248 45 773Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 1770 1583 1863 1583 3530Flt Permitted 0.95 1.00 1.00 1.00 0.60Satd. Flow (perm) 1770 1583 1863 1583 2118Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 105% 105% 110% 105% 105% 110%Adj. Flow (vph) 156 46 1630 283 51 924RTOR Reduction (vph) 0 4 0 53 0 0Lane Group Flow (vph) 156 42 1630 230 0 975Turn Type Prot Perm NA Perm Perm NAProtected Phases 4 6 2Permitted Phases 4 6 2Actuated Green, G (s) 31.0 31.0 31.0 31.0 31.0Effective Green, g (s) 31.0 31.0 31.0 31.0 31.0Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.44Clearance Time (s) 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 783 701 825 701 937v/s Ratio Prot c0.09 c0.88v/s Ratio Perm 0.03 0.15 0.46v/c Ratio 0.20 0.06 1.98 0.33 1.04Uniform Delay, d1 11.9 11.2 19.5 12.7 19.5Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.2 443.5 1.2 40.5Delay (s) 12.5 11.3 463.0 14.0 60.0Level of Service B B F B EApproach Delay (s) 12.2 396.5 60.0Approach LOS B F E


HCM Signalized Intersection Capacity Analysis AM 2040 No BuildMD 214 @ MD 424 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 116 213 28 11 518 451 59 333 28 170 94 59Future Volume (vph) 116 213 28 11 518 451 59 333 28 170 94 59Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 1.00 0.85 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 0.95 1.00 1.00Satd. Flow (prot) 1770 1830 1770 1863 1583 1833 1770 1863 1583Flt Permitted 0.12 1.00 0.53 1.00 1.00 0.99 0.95 1.00 1.00Satd. Flow (perm) 217 1830 984 1863 1583 1833 1770 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 107% 107% 107% 100% 100% 100% 107% 107% 107% 100% 100% 100%Adj. Flow (vph) 135 248 33 12 563 490 69 387 33 185 102 64RTOR Reduction (vph) 0 5 0 0 0 90 0 3 0 0 0 54Lane Group Flow (vph) 135 276 0 12 563 400 0 486 0 185 102 10Turn Type pm+pt NA pm+pt NA pm+ov Split NA Split NA PermProtected Phases 7 4 3 8 6 2 2 6 6Permitted Phases 4 8 8 6Actuated Green, G (s) 38.3 34.3 31.9 31.1 45.1 25.0 14.0 14.0 14.0Effective Green, g (s) 38.3 34.3 31.9 31.1 45.1 25.0 14.0 14.0 14.0Actuated g/C Ratio 0.43 0.38 0.35 0.35 0.50 0.28 0.16 0.16 0.16Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 161 696 355 643 792 508 275 289 245v/s Ratio Prot c0.04 0.15 0.00 0.30 0.08 c0.27 c0.10 0.05v/s Ratio Perm c0.32 0.01 0.17 0.01v/c Ratio 0.84 0.40 0.03 0.88 0.51 0.96 0.67 0.35 0.04Uniform Delay, d1 21.7 20.4 19.0 27.7 15.0 32.0 35.9 34.0 32.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 29.9 0.4 0.0 12.7 0.5 29.0 6.3 0.7 0.1Delay (s) 51.6 20.7 19.0 40.4 15.6 61.0 42.2 34.7 32.4Level of Service D C B D B E D C CApproach Delay (s) 30.8 28.7 61.0 38.3Approach LOS C C E D


HCM Signalized Intersection Capacity Analysis PM 2040 No BuildMD 214 @ MD 424 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 115 536 66 52 273 185 34 132 32 383 304 129Future Volume (vph) 115 536 66 52 273 185 34 132 32 383 304 129Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 1.00 0.85 0.98 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 0.95 1.00 1.00Satd. Flow (prot) 1770 1832 1770 1863 1583 1806 1770 1863 1583Flt Permitted 0.37 1.00 0.14 1.00 1.00 0.99 0.95 1.00 1.00Satd. Flow (perm) 687 1832 254 1863 1583 1806 1770 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 107% 107% 107% 107% 107% 107% 100% 100% 100% 100% 100% 100%Adj. Flow (vph) 134 623 77 60 318 215 37 143 35 416 330 140RTOR Reduction (vph) 0 5 0 0 0 88 0 8 0 0 0 105Lane Group Flow (vph) 134 695 0 60 318 127 0 207 0 416 330 35Turn Type pm+pt NA pm+pt NA pm+ov Split NA Split NA PermProtected Phases 7 4 3 8 6 2 2 6 6Permitted Phases 4 8 8 6Actuated Green, G (s) 38.2 32.2 32.4 29.3 51.3 13.7 22.0 22.0 22.0Effective Green, g (s) 38.2 32.2 32.4 29.3 51.3 13.7 22.0 22.0 22.0Actuated g/C Ratio 0.44 0.37 0.37 0.34 0.59 0.16 0.25 0.25 0.25Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 376 678 148 627 933 284 447 471 400v/s Ratio Prot c0.02 c0.38 0.01 0.17 0.03 c0.11 c0.24 0.18v/s Ratio Perm 0.13 0.14 0.05 0.02v/c Ratio 0.36 1.03 0.41 0.51 0.14 0.73 0.93 0.70 0.09Uniform Delay, d1 15.6 27.4 21.5 23.1 8.0 34.9 31.8 29.5 24.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 41.1 1.8 0.6 0.1 9.3 26.1 4.7 0.1Delay (s) 16.2 68.5 23.3 23.7 8.0 44.2 57.9 34.2 24.9Level of Service B E C C A D E C CApproach Delay (s) 60.1 18.0 44.2 43.8Approach LOS E B D D


HCM Unsignalized Intersection Capacity Analysis AM 2040 No BuildMD 214 @ Riva 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 90 292 8 5 577 10 12 5 6 2 12 107Future Volume (Veh/h) 90 292 8 5 577 10 12 5 6 2 12 107Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 105 340 9 6 671 12 13 5 7 2 13 124PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 683 349 1368 1250 344 1248 1248 677vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 683 349 1368 1250 344 1248 1248 677tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3p0 queue free % 88 100 83 97 99 98 91 73cM capacity (veh/h) 910 1210 77 152 698 132 152 453

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1Volume Total 105 349 6 683 13 12 139Volume Left 105 0 6 0 13 0 2Volume Right 0 9 0 12 0 7 124cSH 910 1700 1210 1700 77 280 371Volume to Capacity 0.12 0.21 0.00 0.40 0.17 0.04 0.37Queue Length 95th (ft) 10 0 0 0 14 3 42Control Delay (s) 9.5 0.0 8.0 0.0 61.4 18.4 20.4Lane LOS A A F C CApproach Delay (s) 2.2 0.1 40.8 20.4Approach LOS E C


HCM Unsignalized Intersection Capacity Analysis PM 2040 No BuildMD 214 @ Riva 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 222 791 9 7 430 45 3 7 18 14 2 186Future Volume (Veh/h) 222 791 9 7 430 45 3 7 18 14 2 186Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 258 920 10 8 500 52 3 8 20 15 2 216PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 552 930 2174 2009 925 2002 1988 526vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 552 930 2174 2009 925 2002 1988 526tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2tC, 2 stage (s)tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3p0 queue free % 75 99 81 82 94 48 96 61cM capacity (veh/h) 1018 736 16 44 326 29 45 552

Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 SB 1Volume Total 258 930 8 552 3 28 233Volume Left 258 0 8 0 3 0 15Volume Right 0 10 0 52 0 20 216cSH 1018 1700 736 1700 16 114 244Volume to Capacity 0.25 0.55 0.01 0.32 0.19 0.24 0.96Queue Length 95th (ft) 25 0 1 0 13 22 218Control Delay (s) 9.7 0.0 9.9 0.0 281.2 46.4 90.3Lane LOS A A F E FApproach Delay (s) 2.1 0.1 69.1 90.3Approach LOS F F

Intersection SummaryAverage Delay 12.8Intersection Capacity Utilization 78.3% ICU Level of Service DAnalysis Period (min) 15



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 29 386 30 88 584 461 74 955 42 347 390 64Future Volume (vph) 29 386 30 88 584 461 74 955 42 347 390 64Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 5.0 6.0 6.0 5.0 6.0 6.0 5.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3539 1583 3433 3539 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 3539 1583 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 111% 107% 114% 114% 107% 111% 107% 114% 107% 107% 111% 107%Adj. Flow (vph) 35 449 37 109 679 556 86 1183 49 404 471 74RTOR Reduction (vph) 0 0 30 0 0 206 0 0 31 0 0 43Lane Group Flow (vph) 35 449 7 109 679 350 86 1183 18 404 471 31Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 3.0 17.3 17.3 7.7 22.0 22.0 6.9 34.1 34.1 11.0 38.2 38.2Effective Green, g (s) 3.0 17.3 17.3 7.7 22.0 22.0 6.9 34.1 34.1 11.0 38.2 38.2Actuated g/C Ratio 0.03 0.19 0.19 0.08 0.24 0.24 0.07 0.37 0.37 0.12 0.41 0.41Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 6.0 5.0 6.0 6.0 5.0 6.0 6.0Vehicle Extension (s) 2.5 4.0 4.0 2.5 4.0 4.0 2.5 6.0 6.0 2.5 6.0 6.0Lane Grp Cap (vph) 57 664 297 147 845 378 132 1310 586 410 1467 656v/s Ratio Prot 0.02 0.13 c0.06 0.19 0.05 c0.33 c0.12 c0.13v/s Ratio Perm 0.00 c0.22 0.01 0.02v/c Ratio 0.61 0.68 0.02 0.74 0.80 0.93 0.65 0.90 0.03 0.99 0.32 0.05Uniform Delay, d1 44.0 34.8 30.5 41.2 33.0 34.3 41.4 27.4 18.5 40.5 18.2 16.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 15.6 3.0 0.0 17.3 5.9 28.7 9.8 10.3 0.1 40.2 0.6 0.1Delay (s) 59.6 37.8 30.6 58.5 38.9 63.0 51.3 37.8 18.6 80.7 18.8 16.2Level of Service E D C E D E D D B F B BApproach Delay (s) 38.7 50.4 37.9 44.9Approach LOS D D D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 87 743 84 127 273 152 31 476 102 505 1143 44Future Volume (vph) 87 743 84 127 273 152 31 476 102 505 1143 44Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 6.0 6.0 5.0 6.0 6.0 5.0 6.0 6.0 5.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 3539 1583 3433 3539 1583Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 3539 1583 3433 3539 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 111% 107% 114% 114% 107% 111% 107% 114% 107% 107% 111% 107%Adj. Flow (vph) 105 864 104 157 318 183 36 590 119 587 1379 51RTOR Reduction (vph) 0 0 79 0 0 140 0 0 89 0 0 30Lane Group Flow (vph) 105 864 25 157 318 43 36 590 30 587 1379 21Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 4 8 2 6Actuated Green, G (s) 8.1 22.1 22.1 8.0 22.0 22.0 3.0 23.1 23.1 17.4 37.5 37.5Effective Green, g (s) 8.1 22.1 22.1 8.0 22.0 22.0 3.0 23.1 23.1 17.4 37.5 37.5Actuated g/C Ratio 0.09 0.24 0.24 0.09 0.24 0.24 0.03 0.25 0.25 0.19 0.40 0.40Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 6.0 5.0 6.0 6.0 5.0 6.0 6.0Vehicle Extension (s) 2.5 4.0 4.0 2.5 4.0 4.0 2.5 6.0 6.0 2.5 6.0 6.0Lane Grp Cap (vph) 154 844 377 152 840 376 57 882 394 645 1433 641v/s Ratio Prot 0.06 c0.24 c0.09 0.09 0.02 0.17 c0.17 c0.39v/s Ratio Perm 0.02 0.03 0.02 0.01v/c Ratio 0.68 1.02 0.07 1.03 0.38 0.12 0.63 0.67 0.08 0.91 0.96 0.03Uniform Delay, d1 41.0 35.2 27.3 42.3 29.6 27.7 44.3 31.3 26.6 36.8 26.9 16.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 10.8 37.1 0.1 82.0 0.4 0.2 18.2 4.0 0.4 17.0 16.3 0.1Delay (s) 51.8 72.4 27.4 124.3 30.0 27.9 62.5 35.3 27.0 53.9 43.2 16.7Level of Service D E C F C C E D C D D BApproach Delay (s) 66.0 51.9 35.3 45.6Approach LOS E D D D


HCM Unsignalized Intersection Capacity Analysis AM 2040 No BuildMD 214 @ Stepneys 4/18/2016


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 89 535 1029 98 54 207Future Volume (Veh/h) 89 535 1029 98 54 207Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 102 622 1197 112 62 236PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 1197 1712 598vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1197 1712 598tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 82 8 47cM capacity (veh/h) 579 67 445

Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 102 311 311 598 598 112 62 236Volume Left 102 0 0 0 0 0 62 0Volume Right 0 0 0 0 0 112 0 236cSH 579 1700 1700 1700 1700 1700 67 445Volume to Capacity 0.18 0.18 0.18 0.35 0.35 0.07 0.92 0.53Queue Length 95th (ft) 16 0 0 0 0 0 113 76Control Delay (s) 12.5 0.0 0.0 0.0 0.0 0.0 191.8 21.9Lane LOS B F CApproach Delay (s) 1.8 0.0 57.2Approach LOS F


HCM Unsignalized Intersection Capacity Analysis PM 2040 No BuildMD 214 @ Stepneys 4/18/2016


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 276 801 503 100 160 183Future Volume (Veh/h) 276 801 503 100 160 183Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 315 932 585 114 183 209PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 585 1681 292vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 585 1681 292tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 68 0 70cM capacity (veh/h) 986 58 704

Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 SB 1 SB 2Volume Total 315 466 466 292 292 114 183 209Volume Left 315 0 0 0 0 0 183 0Volume Right 0 0 0 0 0 114 0 209cSH 986 1700 1700 1700 1700 1700 58 704Volume to Capacity 0.32 0.27 0.27 0.17 0.17 0.07 3.15 0.30Queue Length 95th (ft) 35 0 0 0 0 0 Err 31Control Delay (s) 10.4 0.0 0.0 0.0 0.0 0.0 Err 12.3Lane LOS B F BApproach Delay (s) 2.6 0.0 4674.4Approach LOS F




Movement NBL NBR SET SER NWL NWTLane ConfigurationsTraffic Volume (vph) 443 20 278 151 42 1024Future Volume (vph) 443 20 278 151 42 1024Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 3433 1583 3539 1583 1770 3539Flt Permitted 0.95 1.00 1.00 1.00 0.55 1.00Satd. Flow (perm) 3433 1583 3539 1583 1030 3539Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 109% 109% 109% 126% 126% 109%Adj. Flow (vph) 525 24 329 207 58 1213RTOR Reduction (vph) 0 17 0 97 0 0Lane Group Flow (vph) 525 7 329 110 58 1213Turn Type Prot Perm NA Perm Perm NAProtected Phases 4 6 2Permitted Phases 4 6 2Actuated Green, G (s) 15.2 15.2 26.1 26.1 26.1 26.1Effective Green, g (s) 15.2 15.2 26.1 26.1 26.1 26.1Actuated g/C Ratio 0.31 0.31 0.53 0.53 0.53 0.53Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 1058 488 1873 838 545 1873v/s Ratio Prot c0.15 0.09 c0.34v/s Ratio Perm 0.00 0.07 0.06v/c Ratio 0.50 0.02 0.18 0.13 0.11 0.65Uniform Delay, d1 13.9 11.8 6.0 5.9 5.8 8.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.8 0.0 0.1 0.1 0.4 1.7Delay (s) 14.7 11.9 6.1 6.0 6.2 10.1Level of Service B B A A A BApproach Delay (s) 14.6 6.1 9.9Approach LOS B A A

Intersection SummaryHCM 2000 Control Delay 10.1 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.59Actuated Cycle Length (s) 49.3 Sum of lost time (s) 8.0Intersection Capacity Utilization 51.3% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group



Movement NBL NBR SET SER NWL NWTLane ConfigurationsTraffic Volume (vph) 269 88 1097 378 66 644Future Volume (vph) 269 88 1097 378 66 644Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 0.97 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 3433 1583 3539 1583 1770 3539Flt Permitted 0.95 1.00 1.00 1.00 0.16 1.00Satd. Flow (perm) 3433 1583 3539 1583 300 3539Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 109% 109% 109% 126% 126% 109%Adj. Flow (vph) 319 104 1300 518 90 763RTOR Reduction (vph) 0 28 0 189 0 0Lane Group Flow (vph) 319 76 1300 329 90 763Turn Type Prot Perm NA Perm Perm NAProtected Phases 4 6 2Permitted Phases 4 6 2Actuated Green, G (s) 12.8 12.8 36.2 36.2 36.2 36.2Effective Green, g (s) 12.8 12.8 36.2 36.2 36.2 36.2Actuated g/C Ratio 0.22 0.22 0.64 0.64 0.64 0.64Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 770 355 2247 1005 190 2247v/s Ratio Prot c0.09 c0.37 0.22v/s Ratio Perm 0.05 0.21 0.30v/c Ratio 0.41 0.21 0.58 0.33 0.47 0.34Uniform Delay, d1 18.9 18.0 6.0 4.8 5.4 4.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.8 0.6 0.6 0.4 8.2 0.4Delay (s) 19.7 18.6 6.6 5.2 13.7 5.2Level of Service B B A A B AApproach Delay (s) 19.4 6.2 6.1Approach LOS B A A


HCM Unsignalized Intersection Capacity Analysis AM 2040 no buildMD 256 @ MD 2 4/18/2016


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 28 63 712 62 64 301Future Volume (Veh/h) 28 63 712 62 64 301Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 32 72 813 75 77 344PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh) 40Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 1311 813 888vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1311 813 888tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 80 81 90cM capacity (veh/h) 158 378 763

Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2Volume Total 104 813 75 77 344Volume Left 32 0 0 77 0Volume Right 72 0 75 0 0cSH 512 1700 1700 763 1700Volume to Capacity 0.20 0.48 0.04 0.10 0.20Queue Length 95th (ft) 19 0 0 8 0Control Delay (s) 21.9 0.0 0.0 10.2 0.0Lane LOS C BApproach Delay (s) 21.9 0.0 1.9Approach LOS C


HCM Unsignalized Intersection Capacity Analysis PM 2040 no buildMD 256 @ MD 2 4/18/2016


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 79 57 425 61 86 713Future Volume (Veh/h) 79 57 425 61 86 713Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 90 65 485 74 104 814PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh) 40Median type None NoneMedian storage veh)Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 1507 485 559vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1507 485 559tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 25 89 90cM capacity (veh/h) 119 582 1012

Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2Volume Total 155 485 74 104 814Volume Left 90 0 0 104 0Volume Right 65 0 74 0 0cSH 206 1700 1700 1012 1700Volume to Capacity 0.75 0.29 0.04 0.10 0.48Queue Length 95th (ft) 127 0 0 9 0Control Delay (s) 60.2 0.0 0.0 9.0 0.0Lane LOS F AApproach Delay (s) 60.2 0.0 1.0Approach LOS F


HCM Signalized Intersection Capacity Analysis AM 2040 no buildMD 256 @ Franklin Manor 4/18/2016


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 151 115 232 58 46 410Future Volume (vph) 151 115 232 58 46 410Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 1583 1863 1583 1770 1863Flt Permitted 0.95 1.00 1.00 1.00 0.59 1.00Satd. Flow (perm) 1770 1583 1863 1583 1095 1863Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 111% 111% 111% 111% 111% 111%Adj. Flow (vph) 182 139 280 70 56 495RTOR Reduction (vph) 0 106 0 28 0 0Lane Group Flow (vph) 182 33 280 42 56 495Turn Type Prot Perm NA Perm Perm NAProtected Phases 8 2 6Permitted Phases 8 2 6Actuated Green, G (s) 12.4 12.4 31.1 31.1 31.1 31.1Effective Green, g (s) 12.4 12.4 31.1 31.1 31.1 31.1Actuated g/C Ratio 0.24 0.24 0.60 0.60 0.60 0.60Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 426 381 1125 955 661 1125v/s Ratio Prot c0.10 0.15 c0.27v/s Ratio Perm 0.02 0.03 0.05v/c Ratio 0.43 0.09 0.25 0.04 0.08 0.44Uniform Delay, d1 16.5 15.2 4.8 4.2 4.3 5.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.4 0.2 0.5 0.1 0.3 1.3Delay (s) 18.0 15.4 5.3 4.2 4.5 6.8Level of Service B B A A A AApproach Delay (s) 16.9 5.1 6.5Approach LOS B A A


HCM Signalized Intersection Capacity Analysis PM 2040 no buildMD 256 @ Franklin Manor 4/18/2016


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 185 72 842 213 178 533Future Volume (vph) 185 72 842 213 178 533Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1770 1583 1863 1583 1770 1863Flt Permitted 0.95 1.00 1.00 1.00 0.12 1.00Satd. Flow (perm) 1770 1583 1863 1583 222 1863Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 111% 111% 111% 111% 111% 111%Adj. Flow (vph) 223 87 1016 257 215 643RTOR Reduction (vph) 0 38 0 89 0 0Lane Group Flow (vph) 223 49 1016 168 215 643Turn Type Prot Perm NA Perm Perm NAProtected Phases 8 2 6Permitted Phases 8 2 6Actuated Green, G (s) 16.2 16.2 45.8 45.8 45.8 45.8Effective Green, g (s) 16.2 16.2 45.8 45.8 45.8 45.8Actuated g/C Ratio 0.23 0.23 0.65 0.65 0.65 0.65Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 409 366 1218 1035 145 1218v/s Ratio Prot c0.13 0.55 0.35v/s Ratio Perm 0.03 0.11 c0.97v/c Ratio 0.55 0.13 0.83 0.16 1.48 0.53Uniform Delay, d1 23.7 21.3 9.2 4.7 12.1 6.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.6 0.3 6.8 0.3 250.3 1.6Delay (s) 26.3 21.7 16.0 5.0 262.4 8.0Level of Service C C B A F AApproach Delay (s) 25.0 13.8 71.8Approach LOS C B E


HCM Signalized Intersection Capacity Analysis AM 2040 no buildMD 256 @ MD 468 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 11 95 90 174 318 1 255 4 75 0 4 9Future Volume (vph) 11 95 90 174 318 1 255 4 75 0 4 9Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1855 1583 1770 1862 1775 1583 1863 1583Flt Permitted 1.00 1.00 0.95 1.00 0.73 1.00 1.00 1.00Satd. Flow (perm) 1855 1583 1770 1862 1353 1583 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 133% 111% 111% 102% 100% 133% 100% 102% 100% 100% 100%Adj. Flow (vph) 12 137 109 210 353 1 369 4 83 0 4 10RTOR Reduction (vph) 0 0 93 0 0 0 0 0 68 0 0 8Lane Group Flow (vph) 0 149 16 210 354 0 0 373 15 0 4 2Turn Type Split NA Perm Split NA Perm NA Perm NA PermProtected Phases 1 1 2 2 4 8Permitted Phases 1 4 4 8 8Actuated Green, G (s) 12.3 12.3 40.0 40.0 15.0 15.0 15.0 15.0Effective Green, g (s) 12.3 12.3 40.0 40.0 15.0 15.0 15.0 15.0Actuated g/C Ratio 0.15 0.15 0.49 0.49 0.18 0.18 0.18 0.18Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.5 3.5Lane Grp Cap (vph) 277 236 860 904 246 288 339 288v/s Ratio Prot c0.08 0.12 c0.19 0.00v/s Ratio Perm 0.01 c0.28 0.01 0.00v/c Ratio 0.54 0.07 0.24 0.39 1.52 0.05 0.01 0.01Uniform Delay, d1 32.4 30.1 12.3 13.4 33.6 27.8 27.6 27.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.0 0.1 0.7 1.3 252.1 0.1 0.0 0.0Delay (s) 34.4 30.2 13.0 14.7 285.8 27.9 27.6 27.6Level of Service C C B B F C C CApproach Delay (s) 32.6 14.1 238.8 27.6Approach LOS C B F C

Intersection SummaryHCM 2000 Control Delay 97.2 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 0.67Actuated Cycle Length (s) 82.3 Sum of lost time (s) 15.0Intersection Capacity Utilization 63.6% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis PM 2040 no buildMD 256 @ MD 468 4/18/2016


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 59 305 270 162 168 0 203 38 251 9 39 39Future Volume (vph) 59 305 270 162 168 0 203 38 251 9 39 39Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85 1.00 0.85Flt Protected 0.99 1.00 0.95 1.00 0.96 1.00 0.99 1.00Satd. Flow (prot) 1851 1583 1770 1863 1784 1583 1845 1583Flt Permitted 0.99 1.00 0.95 1.00 0.72 1.00 0.34 1.00Satd. Flow (perm) 1851 1583 1770 1863 1332 1583 640 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Growth Factor (vph) 100% 133% 111% 111% 102% 100% 133% 100% 102% 100% 100% 100%Adj. Flow (vph) 64 441 326 195 186 0 293 41 278 10 42 42RTOR Reduction (vph) 0 0 221 0 0 0 0 0 238 0 0 36Lane Group Flow (vph) 0 505 105 195 186 0 0 334 40 0 52 6Turn Type Split NA Perm Split NA Perm NA Perm Perm NA PermProtected Phases 1 1 2 2 4 8Permitted Phases 1 4 4 8 8Actuated Green, G (s) 33.4 33.4 40.2 40.2 15.1 15.1 15.1 15.1Effective Green, g (s) 33.4 33.4 40.2 40.2 15.1 15.1 15.1 15.1Actuated g/C Ratio 0.32 0.32 0.39 0.39 0.15 0.15 0.15 0.15Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.5 3.5Lane Grp Cap (vph) 596 509 686 722 193 230 93 230v/s Ratio Prot c0.27 c0.11 0.10v/s Ratio Perm 0.07 c0.25 0.03 0.08 0.00v/c Ratio 0.85 0.21 0.28 0.26 1.73 0.18 0.56 0.03Uniform Delay, d1 32.8 25.5 21.8 21.6 44.3 38.8 41.2 38.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 10.8 0.2 1.0 0.9 349.5 0.4 7.8 0.1Delay (s) 43.6 25.7 22.9 22.5 393.8 39.2 49.0 38.1Level of Service D C C C F D D DApproach Delay (s) 36.6 22.7 232.7 44.1Approach LOS D C F D

Intersection SummaryHCM 2000 Control Delay 96.8 HCM 2000 Level of Service FHCM 2000 Volume to Capacity ratio 0.74Actuated Cycle Length (s) 103.7 Sum of lost time (s) 15.0Intersection Capacity Utilization 70.7% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

APPENDIX C – HCM and VISSIM Reports MD 665 VISSIM Reports

AM Peak Hour

SIMRUN TIMEINT MOVEMENT QLEN

QLEN

MAX

VEHS

(ALL)

PERS

(ALL)

VEH

DELAY

(ALL)

PERS

DELAY

(ALL)

STOP

DELAY

(ALL)

STOPS

(ALL)

EMISSIONS

CO

EMISSIONS

NOX

EMISSIONS

VOC

FUEL

CONSUM

PTION

1 900-4500 [email protected]@22.9 0.44 27.94 0 0 0 0 0 0

1 900-4500 [email protected]@51.0 0.44 27.94 71 71 2.63 2.63 0.14 0.06 18.884 3.674 4.377 0.27

1 900-4500 [email protected]@95.1 0.44 27.94 65 65 2.94 2.94 0.38 0.17 28.631 5.571 6.636 0.41

1 900-4500 [email protected]@22.9 0.2 53.87 96 96 2.44 2.44 0 0 26.391 5.135 6.116 0.378

1 900-4500 [email protected]@51.0 0.2 53.87 0 0 0 0 0 0

1 900-4500 [email protected]@95.1 0.2 53.87 127 127 2.2 2.2 0.02 0.03 31.738 6.175 7.356 0.454

1 900-4500 [email protected]@22.9 1.7 152.98 310 310 3.36 3.36 0.16 0.05 74.602 14.515 17.29 1.067

1 900-4500 [email protected]@51.0 1.7 152.98 177 177 3.34 3.34 0.24 0.06 52.73 10.259 12.221 0.754

1 900-4500 [email protected]@95.1 1.7 152.98 0 0 0 0 0 0

1 900-4500 1 0.78 152.98 846 846 2.98 2.98 0.15 0.05 232.922 45.318 53.982 3.332

2 900-4500 [email protected]@22.9 1.07 106.97 0 0 0 0 0 0

2 900-4500 [email protected]@51.0 1.07 106.97 61 61 3.39 3.39 0.45 0.15 20.817 4.05 4.825 0.298

2 900-4500 [email protected]@95.1 1.07 106.97 88 88 3.31 3.31 0.19 0.14 37.195 7.237 8.62 0.532

2 900-4500 [email protected]@22.9 0.32 45 83 83 2.31 2.31 0.13 0.05 25.475 4.957 5.904 0.364

2 900-4500 [email protected]@51.0 0.32 45 0 0 0 0 0 0

2 900-4500 [email protected]@95.1 0.32 45 127 127 2.2 2.2 0.05 0.05 33.097 6.439 7.671 0.473

2 900-4500 [email protected]@22.9 0.89 67.47 295 295 2.76 2.76 0.05 0.04 66.928 13.022 15.511 0.957

2 900-4500 [email protected]@51.0 0.89 67.47 166 166 2.96 2.96 0.06 0.02 44.053 8.571 10.21 0.63

2 900-4500 [email protected]@95.1 0.89 67.47 0 0 0 0 0 0

2 900-4500 1 0.76 106.97 820 820 2.77 2.77 0.1 0.06 227.51 44.265 52.728 3.255

3 900-4500 [email protected]@22.9 0.36 46.54 0 0 0 0 0 0

3 900-4500 [email protected]@51.0 0.36 46.54 49 49 2.51 2.51 0.31 0.08 13.824 2.69 3.204 0.198

3 900-4500 [email protected]@95.1 0.36 46.54 51 51 2.53 2.53 0.14 0.08 18.885 3.674 4.377 0.27

3 900-4500 [email protected]@22.9 0.1 39.49 99 99 2.18 2.18 0.01 0.01 27.6 5.37 6.396 0.395

3 900-4500 [email protected]@51.0 0.1 39.49 0 0 0 0 0 0

3 900-4500 [email protected]@95.1 0.1 39.49 119 119 1.8 1.8 0 0 26.403 5.137 6.119 0.378

3 900-4500 [email protected]@22.9 1.8 93.53 330 330 3.44 3.44 0.12 0.05 79.791 15.524 18.492 1.141

3 900-4500 [email protected]@51.0 1.8 93.53 162 162 3.5 3.5 0.15 0.08 50.637 9.852 11.736 0.724

3 900-4500 [email protected]@95.1 1.8 93.53 0 0 0 0 0 0

3 900-4500 1 0.75 93.53 810 810 2.94 2.94 0.11 0.05 217.163 42.252 50.33 3.107

Page 1

AM Peak Hour


QLEN

MAX

VEHS

(ALL)

PERS

(ALL)

VEH

DELAY

(ALL)

PERS

DELAY

(ALL)

STOP

DELAY

(ALL)

STOPS

(ALL)

EMISSIONS

CO

EMISSIONS

NOX

EMISSIONS

VOC

FUEL

CONSUM

PTION

4 900-4500 [email protected]@22.9 1 90.43 0 0 0 0 0 0

4 900-4500 [email protected]@51.0 1 90.43 66 66 3.36 3.36 0.53 0.14 21.89 4.259 5.073 0.313

4 900-4500 [email protected]@95.1 1 90.43 73 73 3.5 3.5 0.22 0.16 32.441 6.312 7.519 0.464

4 900-4500 [email protected]@22.9 0.24 42.96 91 91 2.44 2.44 0.06 0.05 28.529 5.551 6.612 0.408

4 900-4500 [email protected]@51.0 0.24 42.96 0 0 0 0 0 0

4 900-4500 [email protected]@95.1 0.24 42.96 107 107 1.79 1.79 0.04 0.04 26.531 5.162 6.149 0.38

4 900-4500 [email protected]@22.9 1.01 101.37 326 326 2.83 2.83 0.06 0.04 73.347 14.271 16.999 1.049

4 900-4500 [email protected]@51.0 1.01 101.37 157 157 3 3 0.13 0.05 44.835 8.723 10.391 0.641

4 900-4500 [email protected]@95.1 1.01 101.37 0 0 0 0 0 0

4 900-4500 1 0.75 101.37 820 820 2.79 2.79 0.12 0.06 227.507 44.265 52.727 3.255

5 900-4500 [email protected]@22.9 0.52 59.21 0 0 0 0 0 0

5 900-4500 [email protected]@51.0 0.52 59.21 57 57 2.73 2.73 0.49 0.12 17.821 3.467 4.13 0.255

5 900-4500 [email protected]@95.1 0.52 59.21 71 71 3.16 3.16 0.11 0.08 27.231 5.298 6.311 0.39

5 900-4500 [email protected]@22.9 0.2 44.64 95 95 2.39 2.39 0.05 0.03 28.19 5.485 6.533 0.403

5 900-4500 [email protected]@51.0 0.2 44.64 0 0 0 0 0 0

5 900-4500 [email protected]@95.1 0.2 44.64 124 124 2.03 2.03 0 0.01 28.597 5.564 6.628 0.409

5 900-4500 [email protected]@22.9 0.76 64.38 306 306 3.19 3.19 0.04 0.03 68.861 13.398 15.959 0.985

5 900-4500 [email protected]@51.0 0.76 64.38 185 185 2.94 2.94 0.04 0.02 48.869 9.508 11.326 0.699

5 900-4500 [email protected]@95.1 0.76 64.38 0 0 0 0 0 0

5 900-4500 1 0.5 64.38 838 838 2.84 2.84 0.07 0.04 219.602 42.727 50.895 3.142

Page 2

AM Peak Hour


QLEN

MAX

VEHS

(ALL)

PERS

(ALL)

VEH

DELAY

(ALL)

PERS

DELAY

(ALL)

STOP

DELAY

(ALL)

STOPS

(ALL)

EMISSIONS

CO

EMISSIONS

NOX

EMISSIONS

VOC

FUEL

CONSUM

PTION

AVG 900-4500 [email protected]@22.9 0.68 66.22 0 0 0 0 0 0

AVG 900-4500 [email protected]@51.0 0.68 66.22 61 61 2.92 2.92 0.38 0.11 18.647 3.628 4.322 0.267




AVG 900-4500 [email protected]@95.1 0.21 45.19 121 121 2 2 0.02 0.02 29.273 5.696 6.784 0.419




AVG 900-4500 1 0.71 103.85 827 827 2.87 2.87 0.11 0.05 224.941 43.765 52.132 3.218

STDDEV 900-4500 [email protected]@22.9 0.33 32.2 0 0 0 0 0 0

STDDEV 900-4500 [email protected]@51.0 0.33 32.2 8 8 0.42 0.42 0.16 0.04 3.131 0.609 0.726 0.045








STDDEV 900-4500 1 0.12 31.99 15 15 0.09 0.09 0.03 0.01 6.44 1.253 1.492 0.092

Page 3

AM Peak Hour


QLEN

MAX

VEHS

(ALL)

PERS

(ALL)

VEH

DELAY

(ALL)

PERS

DELAY

(ALL)

STOP

DELAY

(ALL)

STOPS

(ALL)

EMISSIONS

CO

EMISSIONS

NOX

EMISSIONS

VOC

FUEL

CONSUM

PTION

MIN 900-4500 [email protected]@22.9 0.36 27.94 0 0 0 0 0 0

MIN 900-4500 [email protected]@51.0 0.36 27.94 49 49 2.51 2.51 0.14 0.06 13.824 2.69 3.204 0.198


MIN 900-4500 [email protected]@22.9 0.1 39.49 83 83 2.18 2.18 0 0 25.475 4.957 5.904 0.364


MIN 900-4500 [email protected]@95.1 0.1 39.49 107 107 1.79 1.79 0 0 26.403 5.137 6.119 0.378




MIN 900-4500 1 0.5 64.38 810 810 2.77 2.77 0.07 0.04 217.163 42.252 50.33 3.107

MAX 900-4500 [email protected]@22.9 1.07 106.97 0 0 0 0 0 0

MAX 900-4500 [email protected]@51.0 1.07 106.97 71 71 3.39 3.39 0.53 0.15 21.89 4.259 5.073 0.313








MAX 900-4500 1 0.78 152.98 846 846 2.98 2.98 0.15 0.06 232.922 45.318 53.982 3.332

Page 4

PM Peak Hour


QLEN

MAX

VEHS

(ALL)

PERS

(ALL)

VEH

DELAY

(ALL)

PERS

DELAY

(ALL)

STOP

DELAY

(ALL)

STOPS

(ALL)

EMISSIONS

CO

EMISSIONS

NOX

EMISSIONS

VOC

FUEL

CONSUM

PTION

1 900-4500 [email protected]@22.9 4.55 130.45 0 0 0 0 0 0

1 900-4500 [email protected]@51.0 4.55 130.45 51 51 6.03 6.03 0.53 0.2 20.897 4.066 4.843 0.299

1 900-4500 [email protected]@95.1 4.55 130.45 372 372 6.38 6.38 0.52 0.17 181.054 35.226 41.961 2.59

1 900-4500 [email protected]@22.9 12.45 204.33 66 66 9.13 9.13 1.56 0.38 41.915 8.155 9.714 0.6

1 900-4500 [email protected]@51.0 12.45 204.33 0 0 0 0 0 0

1 900-4500 [email protected]@95.1 12.45 204.33 320 320 9.2 9.2 1.53 0.39 191.524 37.264 44.388 2.74

1 900-4500 [email protected]@22.9 0.72 58.08 174 174 3.2 3.2 0.12 0.05 41.485 8.071 9.615 0.593

1 900-4500 [email protected]@51.0 0.72 58.08 236 236 3.53 3.53 0.07 0.04 67.722 13.176 15.695 0.969

1 900-4500 [email protected]@95.1 0.72 58.08 0 0 0 0 0 0

1 900-4500 1 5.91 204.33 1219 1219 6.25 6.25 0.7 0.2 544.462 105.932 126.184 7.789

2 900-4500 [email protected]@22.9 4.51 146.39 0 0 0 0 0 0

2 900-4500 [email protected]@51.0 4.51 146.39 46 46 6.22 6.22 0.53 0.17 18.287 3.558 4.238 0.262

2 900-4500 [email protected]@95.1 4.51 146.39 419 419 6.71 6.71 0.39 0.15 200.968 39.101 46.576 2.875

2 900-4500 [email protected]@22.9 12.9 235.4 51 51 11.3 11.3 3.83 0.45 36.291 7.061 8.411 0.519

2 900-4500 [email protected]@51.0 12.9 235.4 0 0 0 0 0 0

2 900-4500 [email protected]@95.1 12.9 235.4 299 299 10.27 10.27 2.88 0.46 197.985 38.521 45.885 2.832

2 900-4500 [email protected]@22.9 0.97 108.84 171 171 3.35 3.35 0.07 0.05 40.549 7.889 9.398 0.58

2 900-4500 [email protected]@51.0 0.97 108.84 220 220 3.38 3.38 0.05 0.05 63.082 12.273 14.62 0.902

2 900-4500 [email protected]@95.1 0.97 108.84 0 0 0 0 0 0

2 900-4500 1 6.13 235.4 1206 1206 6.69 6.69 1.05 0.21 557.505 108.47 129.207 7.976

3 900-4500 [email protected]@22.9 5.9 160.42 0 0 0 0 0 0

3 900-4500 [email protected]@51.0 5.9 160.42 53 53 9.21 9.21 1.02 0.36 30.661 5.966 7.106 0.439

3 900-4500 [email protected]@95.1 5.9 160.42 395 395 6.81 6.81 0.43 0.16 192.662 37.485 44.651 2.756

3 900-4500 [email protected]@22.9 10.9 203.57 79 79 9.26 9.26 1.48 0.38 50.374 9.801 11.675 0.721

3 900-4500 [email protected]@51.0 10.9 203.57 0 0 0 0 0 0

3 900-4500 [email protected]@95.1 10.9 203.57 298 298 9.06 9.06 1.61 0.47 193.511 37.65 44.848 2.768

3 900-4500 [email protected]@22.9 0.98 64.93 168 168 3.31 3.31 0.08 0.03 37.757 7.346 8.75 0.54

3 900-4500 [email protected]@51.0 0.98 64.93 233 233 3.68 3.68 0.1 0.06 70.897 13.794 16.431 1.014

3 900-4500 [email protected]@95.1 0.98 64.93 0 0 0 0 0 0

3 900-4500 1 5.93 203.57 1226 1226 6.55 6.55 0.7 0.22 575.915 112.052 133.474 8.239

Page 5

PM Peak Hour


QLEN

MAX

VEHS

(ALL)

PERS

(ALL)

VEH

DELAY

(ALL)

PERS

DELAY

(ALL)

STOP

DELAY

(ALL)

STOPS

(ALL)

EMISSIONS

CO

EMISSIONS

NOX

EMISSIONS

VOC

FUEL

CONSUM

PTION

4 900-4500 [email protected]@22.9 3.41 97.25 0 0 0 0 0 0

4 900-4500 [email protected]@51.0 3.41 97.25 49 49 4.09 4.09 0.05 0.08 14.913 2.901 3.456 0.213

4 900-4500 [email protected]@95.1 3.41 97.25 375 375 6.5 6.5 0.54 0.17 184.1 35.819 42.667 2.634

4 900-4500 [email protected]@22.9 8.44 190.09 72 72 8.13 8.13 1.24 0.39 45.474 8.848 10.539 0.651

4 900-4500 [email protected]@51.0 8.44 190.09 0 0 0 0 0 0

4 900-4500 [email protected]@95.1 8.44 190.09 302 302 7.65 7.65 1.22 0.36 167.942 32.675 38.922 2.403

4 900-4500 [email protected]@22.9 1.03 68.87 164 164 3.4 3.4 0.07 0.07 41.35 8.045 9.583 0.592

4 900-4500 [email protected]@51.0 1.03 68.87 238 238 3.68 3.68 0.05 0.05 69.466 13.515 16.099 0.994

4 900-4500 [email protected]@95.1 1.03 68.87 0 0 0 0 0 0

4 900-4500 1 4.29 190.09 1200 1200 5.81 5.81 0.57 0.19 522.311 101.623 121.051 7.472

5 900-4500 [email protected]@22.9 5.79 181.76 0 0 0 0 0 0

5 900-4500 [email protected]@51.0 5.79 181.76 53 53 6.44 6.44 0.29 0.15 20.506 3.99 4.753 0.293

5 900-4500 [email protected]@95.1 5.79 181.76 413 413 6.86 6.86 0.49 0.17 205.949 40.07 47.731 2.946

5 900-4500 [email protected]@22.9 15.84 204.03 69 69 10.47 10.47 2.38 0.41 46.196 8.988 10.706 0.661

5 900-4500 [email protected]@51.0 15.84 204.03 0 0 0 0 0 0

5 900-4500 [email protected]@95.1 15.84 204.03 325 325 10.44 10.44 2.23 0.48 221.947 43.183 51.438 3.175

5 900-4500 [email protected]@22.9 1.33 123.6 160 160 3.71 3.71 0.11 0.08 41.871 8.147 9.704 0.599

5 900-4500 [email protected]@51.0 1.33 123.6 237 237 3.98 3.98 0.1 0.07 73.646 14.329 17.068 1.054

5 900-4500 [email protected]@95.1 1.33 123.6 0 0 0 0 0 0

5 900-4500 1 7.65 204.03 1257 1257 7.02 7.02 0.91 0.23 609.011 118.491 141.144 8.713

Page 6

PM Peak Hour


QLEN

MAX

VEHS

(ALL)

PERS

(ALL)

VEH

DELAY

(ALL)

PERS

DELAY

(ALL)

STOP

DELAY

(ALL)

STOPS

(ALL)

EMISSIONS

CO

EMISSIONS

NOX

EMISSIONS

VOC

FUEL

CONSUM

PTION







AVG 900-4500 [email protected]@22.9 1 84.86 167 167 3.39 3.39 0.09 0.05 40.602 7.9 9.41 0.581

AVG 900-4500 [email protected]@51.0 1 84.86 233 233 3.65 3.65 0.07 0.05 68.962 13.418 15.983 0.987

AVG 900-4500 [email protected]@95.1 1 84.86 0 0 0 0 0 0

AVG 900-4500 1 5.98 207.48 1222 1222 6.46 6.46 0.79 0.21 561.841 109.314 130.212 8.038










STDDEV 900-4500 1 1.19 16.73 22 22 0.46 0.46 0.19 0.02 32.812 6.384 7.604 0.469

Page 7

PM Peak Hour


QLEN

MAX

VEHS

(ALL)

PERS

(ALL)

VEH

DELAY

(ALL)

PERS

DELAY

(ALL)

STOP

DELAY

(ALL)

STOPS

(ALL)

EMISSIONS

CO

EMISSIONS

NOX

EMISSIONS

VOC

FUEL

CONSUM

PTION










MIN 900-4500 1 4.29 190.09 1200 1200 5.81 5.81 0.57 0.19 522.311 101.623 121.051 7.472










MAX 900-4500 1 7.65 235.4 1257 1257 7.02 7.02 1.05 0.23 609.011 118.491 141.144 8.713

Page 8

Documents

Modal Investigation Report APPENDIX A Transit Maps photo ID is required. ... Bus Policies For Customer Safety & Comfort Normas del autobus 3 Please be at the bus stop five minutes