Final Report - Stewart Old Stage · Stewart Avenue is approximately one mile long and runs...

Stewart Avenue at Old Stage Road

Intersection Study

November 2016

Glen Burnie, Maryland

Anne Arundel County

Contract No. H539608

Intersection Study

Stewart Ave. and Old Stage Rd.

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EXECUTIVE SUMMARY

As requested by Anne Arundel County, Wallace Montgomery is providing the results of a comprehensive traffic and safety analysis for the intersection of Stewart Avenue and Old Stage Road.

There are operational and safety concerns with the current roadway configuration. On the west side of the intersection, there is a crosswalk to aid users of the BWI Trail/John Overstreet Connector pedestrian and bike path to cross Stewart Avenue. The curvature of Stewart Avenue makes westbound left-turning vehicles as well as turning vehicles from Old Stage Road difficult. This issue, coupled with excessive speeds seen along the corridor provide safety concerns. Despite the installation of a speed bump about 450 feet to the east of the intersection, speeds along Stewart Avenue on average are approximately 10 MPH over the posted speed limits.

Currently, there are no capacity issues at the intersection with all movements operating at a level of service of LOS B or better. Similarly, when assuming for a 2% annual traffic growth rate, the traffic volumes for a design year of 2025 indicate that there will again be no capacity issues at this intersection. In 2025, the northbound morning peak hour will degrade slightly to an LOS C, which is still considered acceptable, while all other movements remain at an LOS B or better.

Four proposed intersection improvement were evaluated to determine the feasibility of improving the capacity and safety of the intersection.

Alternative 1: All-Way Stop, both with and without the existing eastbound right-turn lane.

Alternative 2: Signalized Control

Alternative 3: Roundabout

Alternative 4: Removal of eastbound right-turn lane and traffic calming measures

Under Alternative 1, while capacity is not significantly reduced along Stewart Avenue, and while safety for vehicles as well as pedestrians could be increased, an all-way stop is not warranted. Similarly, Alternative 2 is not recommended for this intersection as it does not pass any of the nine MUTCD traffic signal warrants.

Overall, the installation of a roundabout is the best alternative in terms of improving capacity, while also reducing vehicular speeds through the neighborhoods and the number and severity of crashes that occur at the intersection. Under Alternative 3, there are no capacity issues as every approach operates at LOS A during both peak hours. Alternative 4 is another viable option as it reduces the distance pedestrians would need to cross Stewart Avenue as well as slowing some eastbound traffic at the intersection. A possible option with this alternative would be to construct a pedestrian refuge island in the middle of the crosswalk. Alternatives 3 and 4 should be pursued for further review with concept plans.

A short-term solution to improving pedestrian and bicycle safety is to install hiker/biker warning and regulatory signs at and in advance of the crosswalk to keep drivers alert of the impending crossing. In addition, the crosswalk pavement markings should be updated along with complete removal of old pavement markings.

Conceptual plans were developed to illustrate four potential options for intersection improvement: Standard Roundabout (130’ Inscribed Diameter Circle) Mini-Roundabout (75’ Inscribed Diameter Circle) Traffic Calming Measures “No Build” option with signing and markings only

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Stewart Avenue and Old Stage Road Intersection Study

TABLE OF CONTENTS

EXECUTIVE SUMMARY ....................................................................................................................... i

A. INTRODUCTION ...................................................................................................................... 1

B. EXISTING CONDITIONS ......................................................................................................... 1

1. Intersection Location ..................................................................................................... 1

2. Intersection Geometry and Control ............................................................................... 2

3. Intersection Condition ................................................................................................... 4

4. Field Observations ........................................................................................................ 5

C. TRAFFIC VOLUME DATA AND ANALYSIS ............................................................................ 6

1. Traffic Data Collection .................................................................................................. 6

2. Future Design Volumes ................................................................................................ 7

3. Capacity and Operational Analysis ............................................................................... 8

4. Speed Analysis ............................................................................................................. 8

D. CRASH HISTORY .................................................................................................................... 9

E. PROPOSED IMPROVEMENTS ............................................................................................... 9

1. Alternative 1 – All-Way Stop Control ............................................................................ 9

2. Alternative 2 – Signalized Control ............................................................................... 11

4. Traffic Calming Improvements .................................................................................... 14

5. Pedestrian and Bicycle Safety Improvements ............................................................ 15

F. SUMMARY AND RECOMMENDATIONS .............................................................................. 16

G. MOVING FORWARD ........................................................................................................... 167

APPENDICES

Appendix A Photographs of Study Area

Appendix B Turning Movement and Classification Counts

Appendix C Existing and 2025 No-Build Capacity and Operational Analyses

Appendix D Speed Study Analysis

Appendix E Proposed Capacity and Operational Analyses

Appendix F All Way Stop Control Warrant Analysis

Appendix G Signal Warrant Analysis

Appendix H SHA Crossing Guidelines

Appendix I Concept Plans

Appendix J Concept Cost Estimates

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List of Figures

Figure 1 - Study Location .................................................................................................................... 1

Figure 2 - Existing Condition Diagram .................................................................................................. 3

Figure 3 - Westbound Approach to Crosswalk ..................................................................................... 4

Figure 4 - Eastbound Approach to Crosswalk ...................................................................................... 5

Figure 5 - Existing Peak Hour Volumes ............................................................................................... 6

Figure 6 - 2025 Peak Hour Volumes .................................................................................................... 7

List of Tables

Table 1 – Daily Volumes and Truck Percentages ................................................................................ 7

Table 2 - Existing Capacity Analysis Summary .................................................................................... 8

Table 3 - 2025 No-Build Capacity Analysis Summary .......................................................................... 8

Table 4 - Speed Study Summary ......................................................................................................... 9

Table 5 – Eight-Hour Volumes ........................................................................................................... 10

Table 6 - Alternative 1A – All-Way Stop with Eastbound Right-Turn Lane ........................................ 10

Table 7 - Alternative 1B – All-Way Stop without Eastbound Right-Turn Lane ................................... 11

Table 8 - Alternative 3 Capacity and Operational Analysis Summary ................................................ 14

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A. INTRODUCTION

As requested by Anne Arundel County, Wallace Montgomery is providing the results of a comprehensive traffic and safety analysis for the intersection of Stewart Avenue and Old Stage Road. Citizens have had concerns about safety at the intersection and have observed safety issues at the intersection, necessitating a full study of the intersection.

B. EXISTING CONDITIONS

1. Intersection Location

The Stewart Avenue at Old Stage Road intersection is located in the Glen Burnie area of Anne Arundel County, Maryland. The intersection is located just east of I-97 although there is no access to or from the freeway directly from either roadway. Access to I-97 is via MD 176 (Dorsey Road). Stewart Avenue is approximately one mile long and runs east-to-west. It begins at 4th Avenue Southwest and turns into Aviation Boulevard (MD 162) at the intersection with Dorsey Road. Old Stage Road is about half a mile long and runs north-to-south. From the south, Thelma Avenue becomes Old Stage Road, while at the north end, Old Stage Road terminates at Stewart Avenue. The intersection’s location is shown in Figure 1.

Figure 1 - Study Location

The area surrounding the intersection is primarily residential. About half a mile northwest of the study location along Stewart Avenue is the Baltimore/Washington International Thurgood Marshall Airport property. Access to the parking lots, terminals, private aviation terminals, and transportation freight areas of the airport though are located over two miles away from the study intersection. In addition to the airport, a church, middle school, elementary school, and an SHA maintenance facility also are nearby.

Stewart Ave. at Old Stage Rd.

Richard Henry Lee ES

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Corkran Middle School is located along Thelma Avenue, approximately ¾ mile southeast of the study intersection. Access to the school is from Old Stage Road, which turns into Thelma Avenue, and Elizabeth Lane from Stewart Avenue; however sidewalk is not continuous to the school along either route.

Richard Henry Elementary School is located along A Street, between 4th Street and 5th Street approximately ¾ mile east of the study intersection. Access to the school is from Stewart Avenue, which intersects 4th Street and 5th Street; however sidewalk is only continuous to the school from 4th Street.

2. Intersection Geometry and Control

The intersection of Stewart Avenue and Old Stage Road is a three-legged stop-controlled intersection, where only traffic along Old Stage Road is required to stop. Both Stewart Avenue and Old Stage Road are two-lane undivided roads in the area of the intersection with a dedicated right-turn lane along Stewart Avenue for eastbound vehicles turning onto Old Stage Road. Stewart Avenue is classified as a Minor Arterial, while Old Stage Road is classified as a Collector. The condition diagram for the intersection and study area is shown in Figure 2. Photographs of the intersection are included in Appendix A. Old Stage Road has a posted speed limit of 25 MPH, a sharp turns with posted 10 MPH advisory speed signs at the Thelma Avenue intersection, and traffic calming devices in the form of speed humps in place. Also, through trucks with a gross vehicle weight over five tons are not permitted to use the road. Stewart Avenue east of Old Stage Road has the same truck restrictions, with speed humps, and a speed limit of 25 MPH. However, west of Old Stage Road, the speed limit increases to 30 MPH, with no vehicle limitations or speed controls are in place.

There are also pedestrian and bicycle facilities around this intersection. The BWI Trail/John Overstreet Connector pedestrian and bike path runs on the eastbound side of Stewart Avenue from the west to Old Stage Road, and there is no pedestrian infrastructure on the westbound side of the road. At Old Stage Road, people wishing to continue on the trail can use an uncontrolled crosswalk to cross Stewart Avenue and then continue north along the path. For pedestrians wishing to leave the trail, a sidewalk continues on the south side of Stewart Avenue east of Old Stage Road. Similarly, there are sidewalks running along both sides of Old Stage Road to provide additional pedestrian facilities after the trail.

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3. Intersection Condition

The pavement at the intersection of Stewart Avenue and Old Stage Road is in only fair condition, with patching and rutting along Stewart Avenue. The current pavement rating along Stewart Avenue from the bridge over I-97 to 4th Street is a 57, which is low and in need of repaving. The pavement markings at the intersection, particularly the crosswalk across Stewart Avenue are not in good condition. The crosswalk across Stewart Avenue has been placed on top of an old crosswalk that was not completely removed, and the crosswalk across Old Stage Road and the stop bar along Old Stage Road are both faded.

The ramps from the crosswalks to the sidewalks are not in compliance with current ADA standards. The crosswalk across Old Stage Road connects on the east side of the road to a residential driveway, which is not standard. As Figure 3 indicates, in the westbound direction along Stewart Avenue, the warning sign has the figures and border almost completely peeled off, making it near impossible to discern the warning. Also, there is currently not a warning sign for the impending crossing in the eastbound direction, as shown in Figure 4. There are also no advance warning signs of the crosswalk, and the existing warning signs are not fluorescent yellow sheeting.

Figure 3 - Westbound Approach to Crosswalk

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Figure 4 - Eastbound Approach to Crosswalk

4. Field Observations

Observations of the study area were performed on Thursday December 3rd, 2015 and again on Thursday January 7th, 2016 during data collection and utility locating. Observations specifically focused on driver behavior, traffic patterns, and roadway geometry. Pictures of the intersection are included in Appendix A and the following information summarizes the observations:

a. Vehicular sight distances were measured and current conditions meet or exceed the AASHTO intersection and stopping sight distance criteria based on the intersection speeds and geometry.

b. The sight distances approaching the marked uncontrolled crossing across Steward Avenue are adequate, with eastbound vehicle sight lines near the bridge.

c. Queues formed in the westbound direction along Stewart Avenue for vehicles wishing to turn left during peak periods. Some aggressive drivers were observed turning in front of eastbound travelers. Other left-turning drivers though were extremely hesitant, causing queues to build up.

d. Volumes did not lead to excessive queues along any leg during any peak period. Instead most queues were related to driver’s indecisiveness in regards to turning.

e. Eastbound drivers often were not fully utilizing the right turn lane and instead straddling the right and through lanes, mostly due to their high speeds approaching the intersection. This caused traffic along other legs to hesitate prior to turning, unsure of what the eastbound driver would do.

f. There were many indications of previous crashes surrounding the intersection, such as visible chips and scars on the curbs, crash scene spray paint on the asphalt and a W-beam traffic barrier that appears to be recently replaced.

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g. During the field visit, a resident voiced their safety concerns at this intersection due partially from the high speed of vehicles.

h. Vehicles traveled at speeds much greater than the posted speed limits throughout the corridor. No attempts to brake were made prior to the speed bumps south and east of the intersection, causing drivers to fly over them.

C. TRAFFIC VOLUME DATA AND ANALYSIS

1. Traffic Data Collection

On Thursday, December 3rd, 2015, 13-hour (6 AM to 7 PM) vehicular turning movement, pedestrian and bicycle counts were conducted at the study intersection. The peak hours measured at this study intersection occurred from 7:30 AM to 8:30 AM and 4:45 PM to 5:45 PM. Figure 5 shows the existing individual peak hour movements, and Appendix B includes the turning movement count worksheets, pedestrian counts, and classification counts.

Figure 5 - Existing Peak Hour Volumes

As seen in Figure 5, the volumes at the Stewart Avenue and Old Stage Road intersection are fairly low, with no individual movement surpassing 400 vehicles during both peak hours and fewer than 6,000 vehicles passing through the intersection during the 13-hour data collection period. As the data indicates, during the morning peak hour, the majority of traffic travels through the intersection in the westbound direction along Stewart Avenue with the second most vehicular movements coming from traffic along Old Stage Road turning left onto Stewart Avenue to again travel west along Stewart Avenue. In the evening, the majority of traffic originates from the west along Stewart Avenue and then splits relatively evenly between continuing straight on Stewart Avenue and turning right onto Old Stage Road. These peak hour movements are consistent with Stewart Avenue’s classification as a Minor Arterial road

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as locals are using it to access the major arterials in the area for going to and from work. Table 1 details the daily volumes and the truck percentages along each leg of the intersection.

Table 1 – Daily Volumes and Truck Percentages

Movement ADT Truck %

Stewart Avenue East of Old Stage Road

EB 2100 4.1%

WB 2400 2.6%

Stewart Avenue West of Old Stage Road

EB 3400 2.6%

WB 3700 2.5%

Old Stage Road South of Stewart Avenue

NB 1700 4.9%

SB 2000 6.8%

During the thirteen hour field observations in December, approximately forty individuals used the crosswalk across Stewart Avenue, with the number of pedestrians just slightly outweighing the bicyclists. An additional seven individuals crossed Stewart Avenue on the east side of the intersection where there is not a crosswalk present.

2. Future Design Volumes

The peak hour data was then used to determine the traffic volumes for a design year of 2025. As agreed by the County, a 2% annual traffic growth rate was used over the ten year period to produce the 2025 peak hour traffic volumes shown in Figure 6. No new developments are expected in the nearby area.

Figure 6 - 2025 Peak Hour Volumes

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3. Capacity and Operational Analysis

Capacity analyses were performed on the existing peak hour volumes of the Stewart Avenue and Old Stage Road intersection in accordance with the Highway Capacity Manual (HCM) using HCS. Detailed worksheets are included in Appendix C with the results summarized in Table 2.

Table 2 - Existing Capacity Analysis Summary Stewart Avenue and Old Stage Road

Movement AM LOS AM Delay (sec)

PM LOS PM Delay (sec)

WB A 7.5 A 8.3

NB B 14.2 B 11.5

The analysis in Table 2 indicates that the overall un-signalized intersection operates at acceptable levels with the lowest level of service (LOS) during both the morning and evening peak hours being LOS B. Once the existing level of service at this intersection was established, HCS was again used with the 2025 peak hour traffic volumes. Detailed worksheets can again be found in Appendix C, while Table 3 provides a synopsis of the results.

Table 3 - 2025 No-Build Capacity Analysis Summary Stewart Avenue and Old Stage Road



WB A 7.6 A 8.7

NB C 17.8 B 12.8

While the level of service is expected to degrade slightly to an LOS C during morning peak hours in 2025, this is still considered to be acceptable. The other movements in both the morning and evening peak hours remain consistent with their existing levels of service, and all movements at the intersection to still operate satisfactorily.

4. Speed Analysis

A speed study was conducted from Friday, December 4th, 2015 to Thursday, December 10th, 2015. Table 4 summarizes the results, which can be found in depth in Appendix D. As mentioned previously, the posted speed is 30 MPH along Stewart Avenue west of the intersection and 25 MPH east of the intersection and along Old Stage Road. As the table below indicates, the average speed along Stewart Avenue greatly exceeds the posted speed limits; however, drivers are clearly slowing down east of the intersection. Overall, the eastbound and westbound traffic on either side of Old Stage Road appear to drive about the same speed.

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Table 4 - Speed Study Summary

Movement Posted Speed (MPH)

Average Speed (MPH)

10 MPH Pace (MPH)

85th Percentile Speed (MPH)

85th Percentile Speed and Posted Speed Difference (MPH)

Stewart Ave. East of Old Stage Road

EB 25 28 26-35 33 8

WB 25 29 26-35 33 8

Stewart Ave. West of Old Stage Road

EB 30 38 36-45 43 13

WB 30 37 21-40 42 12

D. CRASH HISTORY

Police reported crash data was requested and provided by SHA from January 2012 through October 2015 for this study intersection. No crashes were reported during this time frame. In addition, requests were made by Anne Arundel County to County Police to discover if there were any reported crashes in 2015, and there were none reported. Despite the fact that no crashes at this intersection have been reported, there have been citizen concerns discussed with the County about safety at this location, with possible near-miss crashes and minor crashes that may not have been reported that have been observed by citizens.

E. PROPOSED IMPROVEMENTS

Due to the safety concerns within this study area, the following proposed improvements were review to identify most appropriate improvements to address the network’s efficiency and safety. Capacity analyses were again performed for all schemes in accordance with the Highway Capacity Manual (HCM) using HCS and Sidra based on the 2025 peak hour volumes, and all analysis worksheets are available in Appendix E.

1. Alternative 1 – All-Way Stop Control

This first alternative involves leaving existing lane configurations unchanged at the intersection of Old Stage Road and Stewart Avenue but altering the intersection into an all-way stop condition. Currently, Stewart Avenue is free flowing with only traffic along Old Stage Road having to stop. Introducing stop signs along Stewart Avenue not only makes it easier and safer for vehicles turning onto Stewart Avenue from Old Stage Road but also protects westbound left-turning vehicles and provides a traffic calming measure along Stewart Avenue. In addition to improvements for vehicles, this introduction also provides safer access for bicyclists and pedestrians crossing Stewart Avenue to continue on the John Overstreet Connector. Using this design concept, two separate options are proposed:

Alternative 1A – Eastbound right-turn lane along Stewart Avenue remains in place Alternative 1B – Eastbound right-turn lane along Stewart Avenue is removed

Alternative 1B is proposed because eliminating the right-turn lane benefits the pedestrians and bicyclists. Multiple-threat collisions, where a stopped motor vehicle in one lane can block a vehicle in the other lane from seeing the crossing pedestrian, is eliminated under this scenario. Similarly, if a bulb-out is constructed in the place of the existing right-turn lane at the intersection, the roadway’s width will become narrower at the crosswalk, shortening the crossing distance.

Using 2011 Maryland Manual on Uniform Traffic Control Devices (MDMUTCD) Section 2B.07 criteria, it was determined that this intersection does not warrant a multi-way stop due to the

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low volumes experienced at the intersection, especially along Old Stewart Avenue, as shown in Table 5 and in Appendix F. This intersection meets the minimum volumes along the major street of at least 300 vehicles per hour for 7 out of the required 8 hours of an average day; however, the minor street approach minimums of 200 vehicles, pedestrians and bicycles are not met during any of those hours.

Similarly, the number of crashes reported within a 12-month period is not met. Based on both SHA and County Police records from January 2012 through October 2015, there were no crashes within 500 feet of the intersection, so an all-way stop is not warranted due to crashes.

Table 5 – Eight-Hour Volumes

As Table 6 indicates, under the Alternative 1A scenario, the level of service improves during both the morning and evening peak hours along Old Stage Road due to vehicles no longer having to wait for a break in traffic to turn onto Stewart Avenue. However, the level of service diminishes along Stewart Avenue with the introduction of the stop signs. While under existing conditions only left-turning vehicles in the westbound direction were delayed, under the proposed condition any traffic traveling east- or westbound will now be required to stop. Nonetheless, all levels of service expected at this intersection are at or better than LOS C, which is acceptable.

Table 6 - Alternative 1A – All-Way Stop with Eastbound Right-Turn Lane



WB C 16.0 A 9.2

EB A 8.8 A 10.0

NB B 11.7 A 9.8

The removal of the existing right-turn lane (Alternative 1B) barely effects the levels of service under this scenario as seen in Table 7. The largest impact is seen in the eastbound direction in the evening as delays increase from 10 seconds to almost 15 seconds; however, the level of service remains unchanged with an LOS B. All other movements experience similar delays and levels of service to the right-turn lane scenario. Overall, this design makes the pedestrian and bicyclists crossings safer while not further impacting vehicular levels of service.

L R L T T R

1 7AM 183 10 11 373 65 53 502 193 695

2 5PM 84 7 16 63 216 294 589 91 680

3 4PM 97 21 20 94 168 191 473 118 591

4 3PM 85 18 22 111 152 146 431 103 534

5 8AM 129 12 12 216 65 59 352 141 493

6 6PM 89 12 11 62 136 162 371 101 472

7 2PM 103 7 8 102 117 82 309 110 419

8 6AM 104 5 5 203 23 31 262 109 371

Major Volume

Minor Volume

Total Volume

RankBeginning

Hour

Old Stage Road

From South

Stewart Avenue

From East

Stewart Avenue

From West

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Table 7 - Alternative 1B – All-Way Stop without Eastbound Right-Turn Lane



WB C 15.3 A 9.2

EB A 9.4 B 14.6

NB B 11.7 A 10.0

2. Alternative 2 – Signalized Control

A possible solution for the Stewart Avenue and Old Stage Road intersection would be to signalize the intersection, allowing more opportunities for drivers to make turns along the corridor. Current traffic issues include drivers being unable to make the westbound left turn onto Old Stage Road. Also, drivers traveling at high speeds along Stewart Avenue make it hard and risky for drivers heading northbound from Old Stage Road to make left and right hand turns onto Stewart Avenue. Pedestrian safety could be improved with a signal as well. Existing traffic conditions, pedestrian movements, and physical characteristics of the intersection were used to determine if a traffic control signal installation is justified.

A comprehensive Traffic Signal Warrant analysis was conducted in accordance with the MDMUTCD using the volumes from the recent summer weekend turning movement counts. The MDMUTCD criterion includes a total of nine separate warrants to determine the need and appropriateness of a traffic signal installation at a subject intersection. Appendix G includes the detailed analysis of each warrant, while this section summarizes the results.

Warrants 1 and 2 are volume based warrants, with Warrant 1 requiring a review of the eight highest hourly volumes, and Warrant 2 requires a review of the four highest volumes. Table 5 in the previous section details the eight highest hourly volumes.

a. Warrant 1 – Eight-Hour Vehicular Volume – NOT MET

The Eight-Hour Vehicular Volume warrant stipulates three conditions under which the warrant is met: Condition A – Minimum Vehicular Volume, Condition B – Interruption of Continuous Traffic, and a combination of Condition A and B. Warrant 1 is to be treated as a single warrant; therefore, if any one of the conditions is met by the study intersection, then Warrant 1 is satisfied. Warrant 1 is an analysis of the eight highest hourly volumes as shown in Table 5.

Condition A - Minimum Vehicular Volume – NOT MET

Condition A specifies minimum traffic volume levels that must be observed during any eight-hours of an average day. For conditions applying the 70% factor, the minimum required volume for a two or more lane major approach analysis volume is 420 vehicles; while the minimum volume criteria for a-one lane minor street approach is 105 vehicles. Three (3) major/minor street volume combinations surpass the threshold; therefore the volumes do not satisfy the warrant conditions.

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Condition B – Interruption of Continuous Traffic – NOT MET

Condition B also specifies minimum traffic volume levels that must be observed during any eight hours of an average day. For conditions applying the 70% factor, the minimum required volume for a two or more lane major approach analysis volume is 630 vehicles; while the minimum volume criteria for one-lane minor street approach is 53 vehicles. Zero (0) of the eight (8) major/minor street volumes surpasses the threshold; therefore Condition B of Warrant 1 is not satisfied.

Combination of Conditions A and B – NOT MET

The MUTCD provides for passage of Warrant 1 when Condition A and Condition B are not satisfied individually, yet exceed 80% of the volume thresholds for both Condition A and Condition B simultaneously for basic conditions. Condition A requires a minimum volume 336 vehicles along major-street approach and 84 vehicles on the minor-street approach; while Condition B requires minimum volume of 504 vehicles on major-street approach and 42 vehicles on minor street approach. Six (6) of the major/minor street volumes surpasses the threshold of Condition A, and two (2) of the major/minor street volumes satisfies Condition B. This warrant requires both Condition A and Condition B to be satisfied, therefore it does not meet warrant requirements.

b. Warrant 2 - Four Hour Vehicular Volume – NOT MET

Warrant 2 specifies the minimum traffic volume levels that must be observed for any four hours of an average day when the major and minor volume pairs are graphed. Only two (2) of the major/minor volume pairs surpass the threshold, while the remainder of the combinations fall below the required threshold. Therefore, the warrant is not satisfied.

c. Warrant 3 - Peak Hour – NOT APPLICABLE

The Peak Hour Warrant states that it shall be applied only in unusual cases such as office complexes, manufacturing plants, industrial complexes, or high occupancy facilities that attract or discharge large number of vehicles over a short time. The aforementioned land uses are not present near the intersection of Old Stage Road and Stewart Avenue; therefore Warrant 3 is not applicable.

d. Warrant 4 - Pedestrian Volume – NOT MET

A pedestrian volume signal warrant study was conducted for the intersection of Stewart Avenue and Old Stage Road to see if additional pedestrian signals are warranted due to heavy pedestrian traffic crossing Stewart Avenue. The MDMUTCD Section 4C.05 (Warrant 4) states that one of the following criteria must be met:

Condition A

“For each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the curve in Figure 4C-5; or”

Condition B

“For 1 hour (any four consecutive 15-minute periods) of an average day, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) falls above the curve in Figure 4C-7.”

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While pedestrians were observed at the intersection, the volumes are not high enough to warrant a signal, with a maximum of 4 pedestrian during a single hour, so Warrant 4 is not met.

e. Warrant 5 - School Crossing – NOT APPLICABLE

The study intersection is not within a designated school zone; therefore, Warrant 5 is not applicable.

f. Warrant 6 - Coordinated Signal System – NOT APPLICABLE

The warrant relates to providing for the proper platooning of vehicles along an arterial roadway with an established system of closely spaced signalized intersections. MDMUTCD also provides guidance that, coordinated signal system warrant should not be applied where the resultant spacing of traffic control signals would be less than 1,000 feet. There are no signals within 1,000 of the intersection along either Stewart Street or Old Stage Road . The proposed signal would not meet the intersection spacing guidance to satisfy this warrant; therefore Warrant 6 is not applicable.

g. Warrant 7 - Crash Experience – NOT MET

Crash history and traffic volumes are components of the Crash Experience Warrant. The warrant is met when five or more crashes involving injury or property damage, which could have been mitigated through signalization, occur in a 12-month period. In addition to the crash history, Warrant 7 requires that 80% or 56% (whichever is applicable) of Warrant 1 Condition A or Condition B must be met.

Since there were no crashes at the intersection during a period of more than three years as reported by SHA and Anne Arundel County, this warrant is not met.

h. Warrant 8 - Roadway Network – NOT APPLICABLE

Warrant 8 provides signal allowances to encourage concentration and organization of traffic flow between the intersections of two major roadways/routes. Under this warrant a major route is classified as a roadway that is part of a principal roadway network which appears as a major route in an urban area traffic and transportation planning study. The warrant is not applicable as the intersection is not between two major intersecting routes.

i. Warrant 9 – Intersection near a Grade Crossing – NOT APPLICABLE

The Intersection near a Grade Crossing warrant is applicable where a grade crossing exists on an approach of the intersection. This warrant is not applicable as no grade crossing is located in close proximity of the intersection.

j. Summary of Warrants

Based on the above signal warrant analysis results and volumes from a typical weekday, the Stewart Avenue and Old Stage intersection does not meet the MUTCD warrants for installation of a traffic signal.

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3. Alternative 3 – Roundabout

This proposed alternative involves the creation of a one-lane roundabout at the intersection. In order to produce a one-lane roundabout, the existing right-turn lane in the eastbound direction will be removed. Also, splitter islands at each approach to the traffic circle are introduced, causing all surrounding roads to be widened approaching the roundabout. While the widening of streets and roundabout construction will require a larger footprint than the existing conditions, it has increased safety benefits. For instance, vehicles need to slow down prior to entering the roundabout due to having to yield to traffic already within the roundabout as well as because of the roadway curvature. Secondly, since all traffic travels around the circle counterclockwise, angle and head-on collisions are eliminated. Finally, it is easier for pedestrians and bicyclists to cross as they only need to look for on-coming cars from one direction and the splitter islands provide a refuge area.

Capacity analysis was accomplished using HCM methods with SIDRA modelling software for this alternative. In this option as Table 8 highlights, the level of service at the intersection is LOS A for all movements during both peak period, showing great improvements compared with the no-build conditions.

Table 8 - Alternative 3 Capacity and Operational Analysis Summary



WB A 8.5 A 4.1

EB A 3.8 A 7.5

NB A 4.7 A 4.7

An additional option would be a mini-roundabout. The capacity would be the same, but the footprint of the roundabout would be much smaller. The safety implications for drivers would be similar. However, since splitter islands would not be introduced, pedestrian refuge areas would not be available.

The AASHTO Highway Safety Manual (HSM) developed safety performance measures to predict crashes along roadways by providing Crash Modification Factors (CMF) associated with various safety countermeasures. These CMFs are multiplicative factors used to compute the expected number of crashes that might occur after implementing a given countermeasure at a specific site. The lower the CMF value, the greater effect on reducing crashes. Known countermeasure CMFs found on the HSM clearinghouse database website have been developed for converting an intersection with minor-road stop control to modern roundabout, which yields a 0.57 value. A roundabout installation could reduce the number of expected crashes by 43%.

4. Traffic Calming Improvements

Multiple traffic calming improvement can be implemented at the Stewart Avenue and Old Stage Road intersection:

a. Raised Crosswalk

One option for improving Stewart Avenue crossings involves raising the crosswalk such that it sits at a higher elevation than the adjacent roadway. Once the crosswalk is reconstructed, the diagonal crosswalk markings should be reapplied to maximize visibility. Raised crossings not only highlight the crosswalk and bring increased visibility to those using it, it also acts to slow

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down cars. In order to notify vehicles of the impending raised walkway, warning signs also need to be installed along Stewart Avenue. However, speed humps are already along Old Stage Road, and field observations showed that some vehicles do not slow down when driving over them.

Known countermeasure CMFs found on the HSM clearinghouse database website have been developed for installing raised pedestrian crosswalks, which yields a 0.67 value. A raised crosswalk could reduce the number of expected crashes by 33%.

b. Speed Reduction Warning Signage

Another option is to introduce a “Reduced Speed Ahead” (W3-5) sign along eastbound Stewart Avenue to warn motorists of the decreased speed limit. This warning sign does not currently exist and could help to slow vehicles on their approach to the intersection.

c. Reduced Pavement

One alternative for reducing speeds at the intersection would be to eliminate the right-turn lane along eastbound Stewart Avenue. During the AM peak hour, the volumes going through and the volumes turning right are fairly even, while during the PM peak hour more vehicles turn right than continue through the intersection. Through vehicles would need to slow down considerably at the intersection with the shared lane, which could introduce safety issues with rear-end conflicts. Capacity does not decrease along the eastbound approach of the intersection if the right-turn lane is eliminated.

With this alternative, there is also the possibility of creating a raised median in the middle of Stewart Avenue, where the necessary width for this median could come from the elimination of the right-turn lane. Less lateral travel width will decrease the driver comfort levels to negotiate higher speeds through the intersection.

5. Pedestrian and Bicycle Safety Improvements

In addition to the road improvements and changes to traffic control, this section examines techniques aimed specifically for improving pedestrian and bicycle safety. Due to the BWI Trail/John Overstreet Connector pedestrian and bike path that crosses Stewart Avenue on the west side of the intersection, this intersection experiences higher than normal non-vehicular traffic for a neighborhood. The pedestrians and bicycles crossing Stewart Avenue despite no vehicular control measures in place produces unsafe conditions.

a. Enhanced Crosswalk Markings

Using the SHA Roadway Crossing Design Standards, including the flow chart and table included as Appendix H, the appropriate treatment at this intersection is what is now at the intersection, as daily traffic is under 12,000 vehicles per day. Hatched crosswalk markings are appropriate. However, new striping may be necessary to make the crosswalk more visible, and complete removal of the current crosswalk and the previous one should be completed to improve visibility as well.

b. Enhanced Crossing Signage

Installing new warning and regulatory signs both at the crosswalk and in advance of the crossing can increase motorists’ awareness of pedestrians and bicyclists in the area, causing them to drive more cautiously through the intersection. At the crosswalk itself, new W11-1(1) combined hiker/biker warning signs should be installed coupled with a diagonal downward pointing arrow plaque (W16-7p) below the signs.

Intersection Study


Page 16

Installing new signs on either side of the road will help to draw attention to the crosswalk, making crossings more comfortable for users. In addition to these signs, it is also recommended that the in-street pedestrian crossing sign (R1-6A) be installed facing both directions along Stewart Avenue. This sign will help to make the crosswalk more visible, while also reminding drivers that it is Maryland’s state law to stop for pedestrians within the crosswalk.

Finally, advance warning of the crosswalks is also recommended in both directions along Stewart Avenue. In order to accomplish this, the W11-1(1) signs would be installed with the “Ahead” sign (W16-9p) mounted below it to provide advance notice to road users of crossing activity. It is important to note that the installation of these signs can only occur at uncontrolled intersections. Overall, by introducing additional signage to the roadway, motorists will be better informed about the crosswalk and the requirement to yield to pedestrians and bicycles crossing the intersection.

c. Reduced Pavement

As previously discussed, eliminating the right-turn lane along eastbound Stewart Avenue and a raised median at the existing crossing will tighten the intersection and thus create a shorter distance for pedestrians and bicycles to cross. The raised median will create a pedestrian refuge island in the middle of Stewart Avenue, so pedestrians and bicycles would only have to cross one lane at a time if necessary. The necessary width for this island could come from the elimination of the right-turn lane.

F. SUMMARY AND RECOMMENDATIONS

Currently and in the design year 2025 there are no capacity issues at the intersection of Stewart Avenue and Old Stage Road; however, there are safety concerns that have been voiced by citizens in the area four proposed intersection improvement were evaluated to determine the feasibility of improving the capacity and safety of the intersection.

Alternative 1: All-Way Stop (with and without the existing eastbound right-turn lane)

Under Alternative 1, while capacity is not significantly reduced along Stewart Avenue, and while safety for vehicles as well as pedestrians could be increased, an all-way stop is not warranted.

Alternative 2: Signalized Control

Alternative 2 is not recommended for this intersection as it does not pass any of the nine traffic signal warrants.

Alternative 3: Roundabout

Alternative 3 calls for the installation of a roundabout, and overall, is the best alternative in terms of improving capacity, while also reducing vehicular speeds through the neighborhoods and the number and severity of crashes that occur at the intersection. Under this alternative, there are no capacity issues, as every approach operates at LOS A during both peak hours.

Alternative 4: Removal of eastbound right-turn lane and traffic calming measures

Alternative 4 is another viable option as it reduces the distance pedestrians would need to cross as well as slowing some eastbound traffic at the intersection. A possible option with this alternative would be to construct a pedestrian refuge island in the middle of the crosswalk. Alternatives 3 and 4 should be pursued for further review with concept plans.

Intersection Study


Page 17

G. MOVING FORWARD

For the next stage of this project, four separate concept plans were developed for further study and analysis. The following options will be presented at an upcoming public meeting to solicit community comments and feedback before deciding how to proceed. These concept plans are included in Appendix I:

Standard Roundabout:

R/W constraints prohibit a large roundabout at this intersection; however, a 130’ inscribed circle diameter single-lane roundabout can be utilized with acceptable impacts to the existing adjacent R/W. This option would require the reconstruction of portions of both Stewart and Old Stage to meet approach requirements for both horizontal and vertical alignments.

Mini-Roundabout:

A less impactive solution is a mini-roundabout with a 75’ inscribed circle diameter. This option would fit entirely within the existing R/W but would also require the reconstruction of portions of both Stewart and Old Stage, similar to that of the standard roundabout.

Traffic Calming Measures:

This option includes the removal of the eastbound right-turn lane and installation of various traffic calming measures such as islands or speed humps. This option would fit entirely within the existing R/W and would not require the full reconstruction of Stewart and Old Stage; however, an overlay of the intersection area is recommended.

“No Build” option with signing and markings only:

A short-term solution to improving pedestrian and bicycle safety is to install hike/bike warning and regulatory signs at and in advance of the crosswalk to keep drivers alert, in conjunction with updates to the pavement markings and complete removal of old pavement markings.

Intersection Study


Page 18

Appendix A

Photographs of Study Area

Eastbound Stewart Avenue approaching Old Stage Road

Westbound Stewart Avenue approaching Old Stage Road

Northbound Old Stage Road approaching Stewart Avenue

Northbound Old Stage Road at Stewart Avenue

Eastbound Steward Avenue looking west at Old Stage Road

Stewart Avenue heading looking west away from Old Stage Road

Intersection Study


Page 22

Appendix B

Turning Movement and Classification Counts

Request No.:Job No.:

Location: County: Date: 12/3/2015 Thursday Town:

Recorder: Weather:Interval (dd) : 15

(In Minutes)Start End Volume Start End Volume

07:30 08:30 706 16:30 17:30 692StreetName-->HOUR GRANDENDING L T R TOT L T R TOT L T R TOT L T R TOT TOTAL

00:15 0 0 0 0 000:30 0 0 0 0 000:45 0 0 0 0 001:00 0 0 0 0 001:15 0 0 0 0 001:30 0 0 0 0 001:45 0 0 0 0 002:00 0 0 0 0 002:15 0 0 0 0 002:30 0 0 0 0 002:45 0 0 0 0 003:00 0 0 0 0 003:15 0 0 0 0 003:30 0 0 0 0 003:45 0 0 0 0 004:00 0 0 0 0 004:15 0 0 0 0 004:30 0 0 0 0 004:45 0 0 0 0 005:00 0 0 0 0 005:15 0 0 0 0 005:30 0 0 0 0 005:45 0 0 0 0 006:00 0 0 0 0 006:15 0 17 1 18 0 38 38 2 6 8 6406:30 0 21 0 21 4 50 54 2 7 9 8406:45 0 28 1 29 0 52 52 6 7 13 9407:00 0 38 3 41 1 63 64 13 11 24 12907:15 0 38 3 41 4 84 88 19 13 32 16107:30 0 44 0 44 2 69 71 10 7 17 13207:45 0 52 2 54 2 114 116 17 19 36 20608:00 0 49 5 54 3 106 109 19 14 33 19608:15 0 48 2 50 3 76 79 17 19 36 16508:30 0 28 6 34 2 69 71 17 17 34 13908:45 0 27 4 31 4 45 49 18 11 29 10909:00 0 26 0 26 3 26 29 13 12 25 8009:15 0 23 0 23 1 27 28 18 17 35 8609:30 0 22 0 22 2 20 22 16 13 29 7309:45 0 21 1 22 2 29 31 16 15 31 8410:00 0 15 1 16 0 14 14 14 12 26 5610:15 0 15 2 17 1 22 23 15 6 21 6110:30 0 14 3 17 2 17 19 14 17 31 6710:45 0 16 1 17 2 19 21 10 18 28 6611:00 0 12 1 13 2 18 20 16 20 36 6911:15 0 18 2 20 1 20 21 19 21 40 8111:30 0 25 2 27 0 19 19 21 18 39 8511:45 0 20 1 21 2 14 16 21 26 47 8412:00 0 25 2 27 0 26 26 14 23 37 9012:15 0 21 3 24 3 20 23 22 20 42 8912:30 0 20 4 24 3 27 30 23 20 43 9712:45 0 16 3 19 1 23 24 17 29 46 8913:00 0 21 3 24 3 37 40 23 14 37 10113:15 0 18 3 21 5 23 28 16 22 38 8713:30 0 28 1 29 3 27 30 20 19 39 9813:45 0 21 4 25 3 24 27 10 25 35 8714:00 0 18 4 22 3 29 32 21 14 35 8914:15 0 24 1 25 1 26 27 21 15 36 8814:30 0 26 2 28 2 22 24 26 21 47 9914:45 0 26 0 26 4 32 36 32 23 55 11715:00 0 27 4 31 1 22 23 38 23 61 11515:15 0 20 3 23 6 24 30 35 37 72 12515:30 0 23 4 27 11 45 56 46 44 90 17315:45 0 23 5 28 1 20 21 40 27 67 11616:00 0 19 6 25 4 22 26 31 38 69 12016:15 0 16 4 20 3 25 28 43 53 96 14416:30 0 23 10 33 2 14 16 37 30 67 11616:45 0 38 5 43 9 36 45 47 55 102 19017:00 0 20 2 22 6 19 25 41 53 94 14117:15 0 22 6 28 4 24 28 58 88 146 20217:30 0 17 0 17 7 11 18 57 67 124 15917:45 0 23 1 24 4 19 23 58 78 136 18318:00 0 22 0 22 1 9 10 43 61 104 13618:15 0 29 0 29 2 16 18 31 46 77 12418:30 0 19 4 23 2 16 18 42 55 97 13818:45 0 24 3 27 3 16 19 33 38 71 11719:00 0 17 5 22 4 14 18 30 23 53 9319:15 0 0 0 0 019:30 0 0 0 0 019:45 0 0 0 0 020:00 0 0 0 0 020:15 0 0 0 0 020:30 0 0 0 0 020:45 0 0 0 0 021:00 0 0 0 0 021:15 0 0 0 0 021:30 0 0 0 0 021:45 0 0 0 0 022:00 0 0 0 0 022:15 0 0 0 0 022:30 0 0 0 0 022:45 0 0 0 0 023:00 0 0 0 0 023:15 0 0 0 0 023:30 0 0 0 0 023:45 0 0 0 0 000:00 0 0 0 0 0

TOTAL 0 0 0 0 1263 0 133 1396 144 1679 0 1823 0 1288 1387 2675 5894

AM Peak Vol 0 0 0 0 177 0 15 192 10 365 0 375 0 70 69 139 706PM Peak Vol 0 0 0 0 97 0 13 110 26 90 0 116 0 203 263 466 692

Stewart Avenue From West

NST/WTH

Anne ArundelGlen BurnieClear, Cool

Stewart Avenue @ Old Stage Road

Old Stage Road Stewart Avenue From North From South From East

PEAK HOURS

PM PERIOD 12:00PM-7:00PM

AM PERIOD 6:00AM-12:00PM





07:30 08:30 706 16:30 17:30 692

NST/WTH



PEAK HOURS



PEDESTRIAN SCHOOL CHILDREN & U-TURN BREAKDOWNHourEnding BIKES PED. U.T. BIKES PED. U.T. BIKES PED. U.T. BIKES PED. U.T.

00:1500:3000:4501:0001:1501:3001:4502:0002:1502:3002:4503:0003:1503:3003:4504:0004:1504:3004:4505:0005:1505:3005:4506:0006:15 0 0 0 0 0 0 0 0 0 1 1 006:30 0 0 0 0 1 0 0 0 0 0 2 006:45 0 0 0 0 2 0 0 1 0 0 1 007:00 0 0 0 0 0 0 0 0 0 0 2 007:15 0 0 0 0 1 0 0 0 0 1 1 007:30 0 0 0 0 0 0 0 0 0 0 0 007:45 0 0 0 1 0 0 0 0 0 0 0 008:00 0 0 0 0 1 0 0 1 0 0 0 008:15 0 0 0 0 2 0 0 0 0 0 0 008:30 0 0 0 0 0 0 0 0 0 0 0 008:45 0 0 0 0 0 0 0 0 0 0 0 009:00 0 0 0 0 0 0 0 0 0 0 0 009:15 0 0 0 0 0 0 0 0 0 0 0 009:30 0 0 0 0 0 0 0 0 0 0 0 009:45 0 0 0 0 0 0 0 0 0 0 0 010:00 0 0 0 0 0 0 0 0 0 0 0 010:15 0 0 0 0 0 0 0 0 0 0 0 010:30 0 0 0 0 0 0 0 0 0 0 0 010:45 0 0 0 0 0 0 0 0 0 1 0 011:00 0 0 0 0 0 0 0 0 0 0 2 011:15 0 0 0 0 0 0 0 0 0 0 0 011:30 0 0 0 0 0 0 0 0 0 0 0 011:45 0 0 0 0 0 0 0 0 0 1 2 012:00 0 1 0 0 0 0 0 0 0 0 1 012:15 0 0 0 0 0 0 0 0 0 0 0 012:30 0 0 0 0 0 0 0 0 0 0 0 012:45 0 0 0 0 0 0 0 0 0 0 0 013:00 0 0 0 0 0 0 0 0 0 0 1 013:15 0 0 0 0 0 0 0 1 0 0 0 013:30 0 0 0 0 0 0 0 0 0 0 2 013:45 0 0 0 0 2 0 0 0 0 2 0 014:00 0 1 0 0 1 0 0 2 0 0 1 014:15 0 0 0 0 0 0 0 0 0 0 2 014:30 0 0 0 0 0 0 0 0 0 1 0 014:45 0 1 0 0 0 0 0 1 0 0 0 015:00 0 0 0 0 0 0 0 0 0 2 4 015:15 0 0 0 1 1 0 0 0 0 0 0 015:30 0 0 0 0 0 0 0 0 1 0 0 015:45 1 0 0 0 0 0 0 0 0 1 0 116:00 0 0 0 0 0 0 0 0 0 2 0 016:15 0 0 0 0 0 0 0 0 0 1 0 016:30 0 0 0 0 0 0 0 0 0 0 0 016:45 1 0 0 1 0 0 0 0 0 0 0 017:00 0 0 0 0 0 0 0 0 0 0 0 017:15 0 0 0 0 0 0 0 0 0 0 0 017:30 0 0 0 0 0 0 0 0 0 0 0 017:45 0 0 0 0 0 0 0 0 0 0 0 018:00 0 0 0 0 0 0 0 0 0 0 0 018:15 0 0 0 0 0 0 0 0 0 0 0 018:30 0 0 0 0 0 0 0 0 0 4 0 018:45 0 0 0 0 0 0 0 0 0 0 0 019:00 0 0 0 0 0 0 0 0 0 0 0 019:1519:3019:4520:0020:1520:3020:4521:0021:1521:3021:4522:0022:1522:3022:4523:0023:1523:3023:4500:00

TOTAL 2 3 0 3 11 0 0 6 1 17 22 1

AM Peak Vol 0 0 0 1 3 0 0 1 0 0 0 0PM Peak Vol 1 0 0 1 0 0 0 0 0 0 0 0

Stewart AvenueOld Stage Road0 Stewart Avenue





07:30 08:30 706 16:30 17:30 692

NST/WTH



PEAK HOURS



Turning Movement Summary:

Quadrant Total

0 R T L U 0Quadrant

Total

0 0 0 0

U 1 0 R

L 0 1679 T

T 1288 144 L

R 1387 1 U

0 1263 0 133

Quadrant Total

2650 U L T R 277Quadrant

Total

Comments:

AM Peak Hour : 7:30 A.M. - 8:30 A.M.

Quadrant Total

0 R T L U 0Quadrant

Total

0 0 0 0

U 0 0 R

L 0 365 T

T 70 10 L

R 69 0 U

0 177 0 15

Quadrant Total


Total

PM Peak Hour : 4:30 P.M. - 5:30 P.M.

Quadrant Total

0 R T L U 0Quadrant

Total

0 0 0 0

U 0 0 R

L 0 90 T

T 203 26 L

R 263 0 U

0 97 0 13

Quadrant Total


Total

0

1396

LEG 2

2675

1531

Old Stage Road

Stew

art Aven

ue

5617

LE

G 4

0

2942

Stew

art Aven

ue

0

0

0

0

LEG 1

3244

1421

681

0

LEG 1

0

460

85

Stew

art Aven

ue

542

Stew

art Aven

ue139

LE

G 4

192

Old Stage Road

LEG 2

79

0

653

LEG 1

0

187

LE

G 4

Stew

art Aven

ue

332

466 216

Stew

art Aven

ue

LE

G 3

116

271

0

0

LE

G 3

375

2927

1823

LE

G 3

Old Stage Road

399

LEG 2

289 110

Page 1

Site Code: Station ID:

Stewart Ave - East of Old Stage RdStewart Ave - East Leg - Class

Wallace Montgomery10150 York Road - Suite 200

Hunt Valley, MD 21030410-494-9093

Eastbound

Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailer Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classe Total

12/04/15 0 14 4 0 0 0 0 0 0 0 0 0 0 0 1801:00 0 6 2 0 0 0 0 0 0 0 0 0 0 0 802:00 0 5 3 0 0 0 0 0 0 0 0 0 0 0 803:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 104:00 0 6 2 0 1 0 0 0 0 0 0 0 0 0 905:00 0 7 2 0 0 0 0 0 0 0 0 0 0 0 906:00 0 18 10 0 2 0 0 0 0 0 0 0 0 4 3407:00 0 48 19 0 3 1 0 0 0 0 0 0 0 9 8008:00 3 53 22 0 4 1 0 0 0 0 0 0 0 7 9009:00 0 27 12 0 5 0 0 0 0 0 0 0 0 1 4510:00 1 50 9 0 5 0 0 0 0 0 0 0 0 5 7011:00 1 83 20 0 2 1 0 0 0 0 0 0 0 1 108

12 PM 1 68 20 0 5 1 0 0 0 0 0 0 0 3 9813:00 1 76 25 0 4 1 0 0 0 0 0 0 0 3 11014:00 1 98 33 1 9 1 0 0 0 0 0 0 0 5 14815:00 0 143 46 4 15 0 0 1 0 0 0 0 0 11 22016:00 2 187 59 0 12 0 0 1 0 0 0 0 0 12 27317:00 0 235 57 0 6 1 0 0 0 0 0 0 0 11 31018:00 1 131 32 0 7 2 0 0 0 0 0 0 0 0 17319:00 1 58 11 0 3 1 0 0 0 0 0 0 0 2 7620:00 0 46 11 0 2 0 0 0 0 0 0 0 0 4 6321:00 0 57 12 0 0 0 0 0 0 0 0 0 0 1 7022:00 0 44 2 0 1 0 0 0 0 0 0 0 0 0 4723:00 0 44 6 0 1 0 0 0 0 0 0 0 0 2 53Total 12 1505 419 5 87 10 0 2 0 0 0 0 0 81 2121

Percent 0.6% 71.0% 19.8% 0.2% 4.1% 0.5% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 3.8%

AMPeak

08:00 11:00 08:00 09:00 07:00 07:00 11:00

Vol. 3 83 22 5 1 9 108PM

Peak16:00 17:00 16:00 15:00 15:00 18:00 15:00 16:00 17:00

Vol. 2 235 59 4 15 2 1 12 310

Page 2




Hunt Valley, MD 21030410-494-9093

Eastbound


12/05/15 0 38 10 0 0 0 0 0 0 0 0 0 0 0 4801:00 0 12 1 0 1 0 0 0 0 0 0 0 0 0 1402:00 0 6 3 0 0 0 0 0 0 0 0 0 0 0 903:00 0 2 2 0 0 0 0 0 0 0 0 0 0 0 404:00 0 6 0 0 0 1 0 0 0 0 0 0 0 0 705:00 0 6 3 0 1 0 0 0 0 0 0 0 0 0 1006:00 0 6 5 0 1 0 0 0 0 0 0 0 0 2 1407:00 0 15 6 0 1 1 0 0 0 0 0 0 0 0 2308:00 2 43 7 0 2 1 0 1 0 0 0 0 0 3 5909:00 2 44 14 0 1 0 0 0 0 0 0 0 0 3 6410:00 0 73 15 0 2 1 0 0 0 0 0 0 0 2 9311:00 1 76 27 0 4 2 0 0 0 0 0 0 0 2 112

12 PM 1 70 20 0 5 1 0 0 0 0 0 0 0 2 9913:00 0 75 30 0 5 0 0 0 0 0 0 0 0 0 11014:00 3 80 31 0 0 1 0 0 0 0 0 0 0 2 11715:00 3 64 21 0 2 0 0 0 0 0 0 0 0 5 9516:00 0 65 22 0 4 1 0 0 0 0 0 0 0 6 9817:00 1 79 18 0 5 0 0 0 0 0 0 0 0 6 10918:00 1 76 25 0 3 3 0 0 0 0 0 0 0 1 10919:00 0 82 15 0 1 0 0 0 0 0 0 0 0 1 9920:00 1 53 12 0 3 0 0 0 0 0 0 0 0 3 7221:00 1 54 10 0 0 0 0 0 0 0 0 0 0 0 6522:00 0 45 5 0 1 1 0 0 0 0 0 0 0 1 5323:00 1 29 9 0 0 0 0 0 0 0 0 0 0 1 40Total 17 1099 311 0 42 13 0 1 0 0 0 0 0 40 1523

Percent 1.1% 72.2% 20.4% 0.0% 2.8% 0.9% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 2.6%

AMPeak

08:00 11:00 11:00 11:00 11:00 08:00 08:00 11:00

Vol. 2 76 27 4 2 1 3 112PM

Peak14:00 19:00 14:00 12:00 18:00 16:00 14:00

Vol. 3 82 31 5 3 6 117

Page 3




Hunt Valley, MD 21030410-494-9093

Eastbound


12/06/15 0 22 5 0 0 0 0 0 0 0 0 0 0 0 2701:00 0 20 2 0 0 0 0 0 0 0 0 0 0 0 2202:00 0 8 2 0 0 0 0 0 0 0 0 0 0 0 1003:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 404:00 1 10 1 0 0 0 0 0 0 0 0 0 0 0 1205:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 406:00 0 5 2 0 0 0 0 0 0 0 0 0 0 0 707:00 0 13 2 0 0 0 0 0 0 0 0 0 0 0 1508:00 0 20 11 0 0 0 0 0 0 0 0 0 0 3 3409:00 0 34 13 0 1 1 0 0 0 0 0 0 0 1 5010:00 0 66 14 0 3 0 0 0 0 0 0 0 0 3 8611:00 2 48 23 0 3 1 0 0 0 0 0 0 0 5 82

12 PM 0 74 28 0 4 0 0 1 0 0 0 0 0 1 10813:00 1 74 21 0 2 0 0 0 0 0 0 0 0 5 10314:00 2 66 15 0 3 0 0 0 0 0 0 0 0 5 9115:00 1 67 11 0 3 0 0 0 0 0 0 0 0 1 8316:00 2 70 23 0 3 1 0 0 0 0 0 0 0 5 10417:00 0 85 22 0 1 0 0 1 0 0 0 0 0 3 11218:00 1 80 8 1 4 1 0 0 0 0 0 0 0 2 9719:00 0 61 8 0 0 0 0 0 0 0 0 0 0 2 7120:00 0 40 13 0 1 0 0 0 0 0 0 0 0 0 5421:00 0 40 6 0 1 0 0 0 0 0 0 0 0 0 4722:00 0 26 7 0 0 0 0 0 0 0 0 0 0 1 3423:00 0 18 0 0 1 0 0 0 0 0 0 0 0 0 19Total 10 953 239 1 30 4 0 2 0 0 0 0 0 37 1276

Percent 0.8% 74.7% 18.7% 0.1% 2.4% 0.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2.9%

AMPeak

11:00 10:00 11:00 10:00 09:00 11:00 10:00

Vol. 2 66 23 3 1 5 86PM

Peak14:00 17:00 12:00 18:00 12:00 16:00 12:00 13:00 17:00

Vol. 2 85 28 1 4 1 1 5 112

Page 4




Hunt Valley, MD 21030410-494-9093

Eastbound


12/07/15 0 14 0 0 1 0 0 0 0 0 0 0 0 0 1501:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 602:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 403:00 0 2 2 0 0 0 0 0 0 0 0 0 0 0 404:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 505:00 0 13 3 0 1 1 0 0 0 0 0 0 0 0 1806:00 0 24 7 0 2 1 0 0 0 0 0 0 0 2 3607:00 1 47 15 0 2 0 1 0 0 0 0 0 0 3 6908:00 0 56 11 1 4 0 0 0 0 0 0 0 0 4 7609:00 1 50 18 0 0 0 0 0 0 0 0 0 0 9 7810:00 2 46 12 1 8 1 0 1 0 0 0 0 0 6 7711:00 0 48 18 0 4 1 0 0 0 0 0 0 0 2 73

12 PM 0 65 21 1 5 0 0 0 0 0 0 0 0 0 9213:00 0 72 21 0 6 1 0 1 0 0 0 0 0 2 10314:00 1 90 32 0 9 0 0 0 0 0 0 0 0 9 14115:00 0 133 38 2 14 0 0 0 0 0 0 0 0 4 19116:00 3 181 57 0 10 3 0 1 0 0 0 0 0 9 26417:00 1 279 52 0 8 1 0 2 0 0 0 0 0 10 35318:00 1 137 29 0 8 0 0 0 0 0 0 0 0 2 17719:00 1 77 16 0 4 0 0 0 0 0 0 0 0 5 10320:00 0 53 10 0 3 0 0 0 0 0 0 0 0 0 6621:00 1 48 14 0 1 0 0 0 0 0 0 0 0 2 6622:00 0 33 3 0 2 0 0 0 0 0 0 0 0 2 4023:00 0 20 1 0 2 0 0 0 0 0 0 0 0 1 24Total 12 1501 382 5 94 9 1 5 0 0 0 0 0 72 2081

Percent 0.6% 72.1% 18.4% 0.2% 4.5% 0.4% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 3.5%

AMPeak

10:00 08:00 09:00 08:00 10:00 05:00 07:00 10:00 09:00 09:00

Vol. 2 56 18 1 8 1 1 1 9 78PM

Peak16:00 17:00 16:00 15:00 15:00 16:00 17:00 17:00 17:00

Vol. 3 279 57 2 14 3 2 10 353

Page 5




Hunt Valley, MD 21030410-494-9093

Eastbound


12/08/15 0 12 2 0 1 0 0 0 0 0 0 0 0 0 1501:00 0 4 3 0 0 0 0 0 0 0 0 0 0 0 702:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 703:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 204:00 1 5 1 0 0 0 0 0 0 0 0 0 0 0 705:00 0 9 3 0 1 0 0 0 0 0 0 0 0 0 1306:00 0 23 11 0 2 0 0 0 0 0 0 0 0 2 3807:00 0 39 14 0 1 1 0 0 0 0 0 0 0 5 6008:00 3 65 18 0 3 1 0 1 0 0 0 0 0 3 9409:00 0 37 11 1 2 3 0 0 0 0 0 0 0 1 5510:00 0 42 16 0 1 1 0 0 0 0 0 0 0 2 6211:00 1 54 10 0 5 0 0 0 0 0 0 0 0 1 71

12 PM 0 56 17 0 2 0 0 1 2 0 0 0 0 5 8313:00 2 54 18 0 7 1 0 1 0 0 0 0 0 3 8614:00 2 113 36 1 5 1 0 0 0 0 0 0 0 2 16015:00 2 145 55 1 12 1 0 1 0 0 0 0 0 9 22616:00 2 205 57 0 4 0 0 0 0 0 0 0 0 8 27617:00 2 266 67 0 6 2 0 1 0 0 0 0 0 9 35318:00 0 116 32 0 8 0 0 1 0 0 0 0 0 3 16019:00 0 82 17 0 5 0 0 0 0 0 0 0 0 2 10620:00 1 62 12 0 2 0 0 0 0 0 0 0 0 3 8021:00 0 43 3 0 1 0 0 0 0 0 0 0 0 0 4722:00 0 37 7 0 0 0 0 0 0 1 0 0 0 2 4723:00 1 25 2 0 0 0 0 0 0 0 0 0 0 0 28Total 17 1502 413 3 68 11 0 6 2 1 0 0 0 60 2083

Percent 0.8% 72.1% 19.8% 0.1% 3.3% 0.5% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 2.9%

AMPeak

08:00 08:00 08:00 09:00 11:00 09:00 08:00 07:00 08:00

Vol. 3 65 18 1 5 3 1 5 94PM

Peak13:00 17:00 17:00 14:00 15:00 17:00 12:00 12:00 22:00 15:00 17:00

Vol. 2 266 67 1 12 2 1 2 1 9 353

Page 6




Hunt Valley, MD 21030410-494-9093

Eastbound


12/09/15 1 15 3 0 1 0 0 0 0 0 0 0 0 0 2001:00 0 2 1 0 0 0 0 0 0 0 0 0 0 2 502:00 0 5 1 0 1 0 0 0 0 0 0 0 0 0 703:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 504:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 805:00 0 6 2 0 0 0 0 0 0 0 0 0 0 1 906:00 0 22 11 0 1 0 0 0 0 0 0 0 0 1 3507:00 2 48 14 0 2 2 0 1 0 0 0 0 0 9 7808:00 1 49 15 0 2 0 0 1 0 0 0 0 0 3 7109:00 2 42 17 0 3 1 0 0 1 0 0 0 0 2 6810:00 2 51 16 0 5 0 0 0 0 0 0 0 0 0 7411:00 0 49 14 0 2 2 0 1 0 0 0 0 0 3 71

12 PM 1 73 18 0 6 0 0 0 0 0 0 0 0 3 10113:00 0 60 13 1 3 0 0 0 0 0 0 0 0 5 8214:00 1 91 33 0 3 2 0 1 0 0 0 0 0 5 13615:00 1 125 42 2 12 1 0 2 0 0 0 0 0 3 18816:00 2 208 54 0 9 0 0 2 0 0 0 0 0 7 28217:00 1 236 52 0 9 1 0 0 0 0 0 0 0 13 31218:00 1 136 33 0 7 0 0 0 0 0 0 0 0 7 18419:00 1 73 21 0 2 1 0 0 0 0 0 0 0 2 10020:00 0 63 11 0 3 0 0 0 0 0 0 0 0 2 7921:00 1 59 6 0 0 0 0 0 0 0 0 0 0 1 6722:00 0 51 6 0 0 0 0 0 0 0 0 0 0 2 5923:00 0 26 3 0 0 0 0 0 0 0 0 0 0 1 30Total 17 1501 388 3 71 10 0 8 1 0 0 0 0 72 2071

Percent 0.8% 72.5% 18.7% 0.1% 3.4% 0.5% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 3.5%

AMPeak

07:00 10:00 09:00 10:00 07:00 07:00 09:00 07:00 07:00

Vol. 2 51 17 5 2 1 1 9 78PM

Peak16:00 17:00 16:00 15:00 15:00 14:00 15:00 17:00 17:00

Vol. 2 236 54 2 12 2 2 13 312

Page 7




Hunt Valley, MD 21030410-494-9093

Eastbound


12/10/15 0 11 6 0 1 0 0 0 0 0 0 0 0 0 1801:00 0 5 0 0 0 0 0 1 0 0 0 0 0 0 602:00 0 4 3 0 0 0 0 0 0 0 0 0 0 1 803:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 804:00 1 3 0 0 1 0 0 0 0 0 0 0 0 1 605:00 0 13 2 0 0 0 0 0 0 0 0 0 0 0 1506:00 0 17 10 0 0 1 0 0 0 0 0 0 0 0 2807:00 0 50 14 1 2 1 0 0 0 0 0 0 0 7 7508:00 1 59 21 0 2 1 0 0 0 0 0 0 0 3 8709:00 0 47 16 0 4 0 0 1 0 0 0 0 0 0 6810:00 0 40 9 1 3 0 0 1 0 0 0 0 0 2 5611:00 1 55 17 0 3 0 0 0 0 0 0 0 0 1 77

12 PM 0 71 25 0 5 0 0 1 0 0 0 0 0 5 10713:00 0 63 21 0 5 0 0 0 0 0 0 0 0 2 9114:00 2 95 35 0 5 3 0 0 0 0 0 0 0 6 14615:00 2 133 40 1 8 2 0 0 0 0 0 0 0 8 19416:00 1 189 58 1 10 2 0 3 0 0 0 0 0 13 27717:00 1 255 50 0 14 1 0 3 0 0 0 0 0 8 33218:00 2 154 39 0 8 1 0 1 0 0 0 0 0 4 20919:00 1 64 5 0 0 0 0 0 0 0 0 0 0 5 7520:00 0 70 9 0 0 0 0 0 0 0 0 0 0 1 8021:00 0 45 8 0 2 0 0 0 0 0 0 0 0 4 5922:00 1 38 4 0 1 0 0 0 0 0 0 0 0 1 4523:00 0 38 3 0 1 0 0 0 0 0 0 0 0 1 43Total 13 1526 396 4 75 12 0 11 0 0 0 0 0 73 2110

Percent 0.6% 72.3% 18.8% 0.2% 3.6% 0.6% 0.0% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 3.5%

AMPeak

04:00 08:00 08:00 07:00 09:00 06:00 01:00 07:00 08:00

Vol. 1 59 21 1 4 1 1 7 87PM

Peak14:00 17:00 16:00 15:00 17:00 14:00 16:00 16:00 17:00

Vol. 2 255 58 1 14 3 3 13 332

GrandTotal

98 9587 2548 21 467 69 1 35 3 1 0 0 0 435 13265

Percent 0.7% 72.3% 19.2% 0.2% 3.5% 0.5% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 3.3%

Page 8




Hunt Valley, MD 21030410-494-9093

Westbound


12/04/15 0 4 1 0 1 0 0 0 0 0 0 0 0 0 601:00 0 2 3 0 0 0 0 0 0 0 0 0 0 1 602:00 0 5 1 0 0 0 0 0 0 0 0 0 0 0 603:00 0 11 2 0 0 0 0 0 0 0 0 0 0 0 1304:00 0 20 12 0 3 0 0 0 0 0 0 0 0 0 3505:00 0 58 21 0 3 0 0 0 0 0 0 0 0 0 8206:00 3 133 40 0 11 0 0 1 0 0 0 0 0 3 19107:00 0 239 56 1 11 2 0 0 0 0 0 0 0 2 31108:00 3 191 43 1 6 1 0 1 1 0 0 0 0 7 25409:00 0 82 17 0 6 0 0 0 0 0 0 0 0 1 10610:00 0 65 10 0 2 1 0 0 0 0 0 0 0 3 8111:00 0 86 28 0 5 0 0 0 0 0 0 0 0 1 120

12 PM 0 86 23 0 3 0 0 0 0 0 0 0 0 3 11513:00 2 102 25 0 2 0 0 0 0 0 0 0 0 2 13314:00 0 101 24 2 5 0 0 0 0 0 0 0 0 4 13615:00 0 117 42 1 9 1 0 0 0 0 0 0 0 2 17216:00 1 102 19 0 6 0 0 0 0 0 0 0 0 8 13617:00 1 107 40 0 8 0 0 0 0 0 0 0 0 6 16218:00 0 88 21 0 2 0 0 0 0 0 0 0 0 3 11419:00 1 61 15 0 2 0 0 0 0 0 0 0 0 2 8120:00 0 39 11 0 1 0 0 0 0 0 0 0 0 0 5121:00 0 37 8 0 5 0 0 0 0 0 0 0 0 1 5122:00 0 32 11 0 1 0 0 0 0 0 0 0 0 1 4523:00 0 17 3 0 1 0 0 0 0 0 0 0 0 1 22Total 11 1785 476 5 93 5 0 2 1 0 0 0 0 51 2429

Percent 0.5% 73.5% 19.6% 0.2% 3.8% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 2.1%

AMPeak

06:00 07:00 07:00 07:00 06:00 07:00 06:00 08:00 08:00 07:00

Vol. 3 239 56 1 11 2 1 1 7 311PM

Peak13:00 15:00 15:00 14:00 15:00 15:00 16:00 15:00

Vol. 2 117 42 2 9 1 8 172

Page 9




Hunt Valley, MD 21030410-494-9093

Westbound


12/05/15 0 12 4 0 0 0 0 0 0 0 0 0 0 2 1801:00 0 12 0 0 0 0 0 0 0 0 0 0 0 0 1202:00 0 11 4 0 0 0 0 0 0 0 0 0 0 0 1503:00 0 8 2 0 0 0 0 0 0 0 0 0 0 0 1004:00 0 12 2 0 2 0 0 0 0 0 0 0 0 1 1705:00 0 19 2 0 3 0 0 0 0 0 0 0 0 0 2406:00 0 27 6 0 3 0 0 0 0 0 0 0 0 0 3607:00 0 51 11 0 3 0 0 1 0 0 0 0 0 0 6608:00 0 77 18 0 6 0 0 0 0 0 0 0 0 3 10409:00 0 82 28 0 5 0 0 0 0 0 0 0 0 3 11810:00 0 86 23 0 8 0 0 0 0 0 0 0 0 1 11811:00 1 94 28 0 5 0 0 0 0 0 0 0 0 2 130

12 PM 1 81 30 0 3 0 0 0 0 0 0 0 0 4 11913:00 1 95 31 0 3 0 0 0 0 0 0 0 0 2 13214:00 0 74 17 0 2 0 0 0 0 0 0 0 0 0 9315:00 2 92 28 0 2 0 0 0 0 0 0 0 0 3 12716:00 0 78 27 0 4 1 0 0 0 0 0 0 0 5 11517:00 1 83 15 0 6 0 0 0 0 0 0 0 0 5 11018:00 0 90 17 0 2 0 0 0 0 0 0 0 0 3 11219:00 0 59 12 0 0 0 0 0 0 0 0 0 0 1 7220:00 0 43 12 0 2 0 0 0 0 0 0 0 0 3 6021:00 0 42 6 0 1 0 0 0 0 0 0 0 0 1 5022:00 0 32 5 0 0 0 0 0 0 0 0 0 0 0 3723:00 0 24 7 0 0 0 0 0 0 0 0 0 0 0 31Total 6 1284 335 0 60 1 0 1 0 0 0 0 0 39 1726

Percent 0.3% 74.4% 19.4% 0.0% 3.5% 0.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 2.3%

AMPeak

11:00 11:00 09:00 10:00 07:00 08:00 11:00

Vol. 1 94 28 8 1 3 130PM

Peak15:00 13:00 13:00 17:00 16:00 16:00 13:00

Vol. 2 95 31 6 1 5 132

Page 10




Hunt Valley, MD 21030410-494-9093

Westbound


12/06/15 0 15 2 0 0 0 0 0 0 0 0 0 0 1 1801:00 0 11 4 0 0 0 0 0 0 0 0 0 0 0 1502:00 0 9 3 0 0 0 0 0 0 0 0 0 0 0 1203:00 0 6 1 0 0 0 0 0 0 0 0 0 0 0 704:00 0 8 3 0 0 0 0 0 0 0 0 0 0 0 1105:00 0 11 0 0 1 0 0 0 0 0 0 0 0 0 1206:00 0 18 6 0 1 0 0 0 0 0 0 0 0 0 2507:00 0 29 8 0 4 0 0 0 0 0 0 0 0 0 4108:00 0 57 19 0 3 0 0 0 0 0 0 0 0 1 8009:00 1 70 15 0 2 0 0 0 0 0 0 0 0 1 8910:00 0 73 35 0 4 0 0 0 0 0 0 0 0 3 11511:00 1 77 18 0 1 0 0 0 0 0 0 0 0 4 101

12 PM 1 88 22 0 4 0 0 0 0 0 0 0 0 1 11613:00 1 74 28 0 4 1 0 0 0 0 0 0 0 2 11014:00 1 81 24 0 7 0 0 0 0 0 0 0 0 1 11415:00 0 75 17 0 3 0 0 0 0 0 0 0 0 5 10016:00 1 83 17 0 4 0 0 0 0 0 0 0 0 6 11117:00 0 78 25 0 2 0 0 0 0 0 0 0 0 3 10818:00 0 59 11 0 4 0 0 0 0 0 0 0 0 2 7619:00 0 58 12 0 0 0 0 0 0 0 0 0 0 1 7120:00 1 36 8 0 2 0 0 0 0 0 0 0 0 2 4921:00 0 30 10 0 0 0 0 0 0 0 0 0 0 0 4022:00 0 18 5 0 0 0 0 0 0 0 0 0 0 1 2423:00 0 10 1 0 0 0 0 0 0 0 0 0 0 0 11Total 7 1074 294 0 46 1 0 0 0 0 0 0 0 34 1456

Percent 0.5% 73.8% 20.2% 0.0% 3.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 2.3%

AMPeak

09:00 11:00 10:00 07:00 11:00 10:00

Vol. 1 77 35 4 4 115PM

Peak12:00 12:00 13:00 14:00 13:00 16:00 12:00

Vol. 1 88 28 7 1 6 116

Page 11




Hunt Valley, MD 21030410-494-9093

Westbound


12/07/15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 601:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 502:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 603:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 804:00 0 24 10 0 3 0 0 0 0 0 0 0 0 1 3805:00 0 62 23 0 6 0 0 0 0 0 0 0 0 0 9106:00 0 147 39 1 9 0 0 0 0 0 0 0 0 2 19807:00 1 314 64 1 9 0 0 1 0 0 0 0 0 2 39208:00 2 227 45 1 6 1 0 0 0 0 0 0 0 3 28509:00 0 87 21 1 3 1 0 0 0 0 0 0 0 5 11810:00 1 89 18 0 11 1 0 0 0 0 0 0 0 2 12211:00 0 50 20 0 4 1 0 1 0 0 0 0 0 0 76

12 PM 0 77 19 2 2 1 0 0 0 0 0 0 0 2 10313:00 0 83 18 0 7 0 0 0 0 0 0 0 0 0 10814:00 0 92 34 1 8 1 0 0 0 0 0 0 0 4 14015:00 0 101 34 1 9 1 0 1 0 0 0 0 0 5 15216:00 2 82 31 0 10 1 0 0 0 0 0 0 0 5 13117:00 1 84 27 0 1 1 0 0 0 0 0 0 0 6 12018:00 0 80 23 0 4 0 0 0 0 0 0 0 0 6 11319:00 0 57 18 0 2 0 0 0 0 0 0 0 0 3 8020:00 0 44 11 0 3 0 0 0 0 0 0 0 0 0 5821:00 0 31 6 0 1 0 0 0 0 0 0 0 0 3 4122:00 0 20 4 0 1 0 0 0 0 0 0 0 0 0 2523:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 8Total 7 1779 470 8 99 9 0 3 0 0 0 0 0 49 2424

Percent 0.3% 73.4% 19.4% 0.3% 4.1% 0.4% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 2.0%

AMPeak

08:00 07:00 07:00 06:00 10:00 08:00 07:00 09:00 07:00

Vol. 2 314 64 1 11 1 1 5 392PM

Peak16:00 15:00 14:00 12:00 16:00 12:00 15:00 17:00 15:00

Vol. 2 101 34 2 10 1 1 6 152

Page 12




Hunt Valley, MD 21030410-494-9093

Westbound


12/08/15 0 5 0 0 0 0 0 0 0 0 0 0 0 1 601:00 0 2 7 0 0 0 0 0 0 0 0 0 0 0 902:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 503:00 0 5 2 0 0 0 0 0 0 0 0 0 0 0 704:00 0 31 11 0 3 0 0 0 0 0 0 0 0 1 4605:00 0 54 22 0 4 0 0 0 0 0 0 0 0 0 8006:00 0 148 44 1 16 0 0 0 0 0 0 0 0 6 21507:00 0 282 71 1 17 0 0 0 0 0 0 0 0 4 37508:00 0 213 38 2 17 0 0 0 0 0 0 0 0 2 27209:00 1 78 25 0 3 1 0 0 0 0 0 0 0 4 11210:00 0 80 23 1 2 0 0 0 0 0 0 0 0 1 10711:00 0 61 20 0 3 1 0 0 0 0 0 0 0 3 88

12 PM 0 68 10 0 4 2 0 0 0 0 0 0 0 3 8713:00 3 77 21 0 5 0 0 1 0 0 0 0 0 1 10814:00 0 90 24 0 5 0 0 0 0 0 0 0 0 3 12215:00 0 92 25 0 7 0 0 0 0 0 0 0 0 8 13216:00 0 94 21 0 3 1 0 1 0 0 0 0 0 7 12717:00 2 104 29 0 4 1 0 1 0 0 0 0 0 6 14718:00 0 67 16 0 5 0 0 1 0 0 0 0 0 0 8919:00 1 50 12 0 4 0 0 0 0 0 0 0 0 3 7020:00 0 48 10 0 1 0 0 0 0 0 0 0 0 3 6221:00 0 38 2 0 1 0 0 0 0 0 0 0 0 2 4322:00 0 19 3 0 0 0 0 0 0 0 0 0 0 2 2423:00 0 9 6 0 1 0 0 0 0 0 0 0 0 0 16Total 7 1719 443 5 105 6 0 4 0 0 0 0 0 60 2349

Percent 0.3% 73.2% 18.9% 0.2% 4.5% 0.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2.6%

AMPeak

09:00 07:00 07:00 08:00 07:00 09:00 06:00 07:00

Vol. 1 282 71 2 17 1 6 375PM

Peak13:00 17:00 17:00 15:00 12:00 13:00 15:00 17:00

Vol. 3 104 29 7 2 1 8 147

Page 13




Hunt Valley, MD 21030410-494-9093

Westbound


12/09/15 0 11 0 0 0 0 0 0 0 0 0 0 0 0 1101:00 0 4 3 0 0 0 0 0 0 0 0 0 0 0 702:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 503:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 404:00 0 31 10 0 2 0 0 0 0 0 0 0 0 0 4305:00 0 57 25 0 3 0 0 0 0 0 0 0 0 2 8706:00 0 161 47 1 11 0 0 1 0 0 0 0 0 2 22307:00 2 292 72 1 12 0 0 1 0 0 0 0 0 5 38508:00 1 174 40 1 3 0 0 1 0 0 0 0 0 4 22409:00 1 84 17 0 5 1 0 0 0 0 0 0 0 0 10810:00 1 57 19 0 2 0 0 0 0 0 0 0 0 1 8011:00 0 67 16 0 5 1 0 0 0 0 0 0 0 0 89

12 PM 1 86 14 0 5 0 0 1 0 0 0 0 0 0 10713:00 0 88 26 1 11 1 0 0 0 0 0 0 0 2 12914:00 0 90 31 1 5 0 0 1 0 0 0 0 0 0 12815:00 0 96 32 1 8 1 0 1 0 0 0 0 0 2 14116:00 0 92 23 1 3 1 0 0 0 0 0 0 0 6 12617:00 0 86 34 0 1 0 0 0 0 0 0 0 0 11 13218:00 0 79 27 0 5 0 0 0 0 0 0 0 0 3 11419:00 0 62 11 0 4 0 0 0 0 0 0 0 0 3 8020:00 0 46 10 0 1 0 0 0 0 0 0 0 0 1 5821:00 0 34 6 0 1 1 0 0 0 0 0 0 0 0 4222:00 0 29 5 0 0 0 0 0 0 0 0 0 0 0 3423:00 0 11 3 0 0 0 0 0 0 0 0 0 0 1 15Total 6 1744 473 7 87 6 0 6 0 0 0 0 0 43 2372

Percent 0.3% 73.5% 19.9% 0.3% 3.7% 0.3% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 1.8%

AMPeak

07:00 07:00 07:00 06:00 07:00 09:00 06:00 07:00 07:00

Vol. 2 292 72 1 12 1 1 5 385PM

Peak12:00 15:00 17:00 13:00 13:00 13:00 12:00 17:00 15:00

Vol. 1 96 34 1 11 1 1 11 141

Page 14




Hunt Valley, MD 21030410-494-9093

Westbound


12/10/15 0 6 1 0 0 0 0 0 0 0 0 0 0 0 701:00 0 4 2 0 0 0 0 0 0 0 0 0 0 0 602:00 0 6 3 0 0 0 0 0 0 0 0 0 0 0 903:00 0 10 4 0 0 0 0 0 0 0 0 0 0 0 1404:00 0 20 8 0 2 0 0 0 0 0 0 0 0 1 3105:00 0 67 21 0 6 0 0 0 0 0 0 0 0 0 9406:00 1 159 45 1 9 0 0 0 0 0 0 0 0 3 21807:00 2 292 74 1 14 0 0 0 0 0 0 0 0 7 39008:00 1 177 52 1 11 0 0 2 0 0 0 0 0 3 24709:00 0 89 22 0 5 1 0 0 0 0 0 0 0 1 11810:00 1 66 16 0 6 1 0 1 0 0 0 0 0 0 9111:00 0 70 25 1 5 0 0 0 0 0 0 0 0 3 104

12 PM 0 75 22 1 9 0 0 0 0 0 0 0 0 0 10713:00 1 85 19 0 1 0 0 0 0 0 0 0 0 1 10714:00 0 69 38 0 8 2 0 0 0 0 0 0 0 5 12215:00 0 93 34 2 4 1 0 0 1 0 0 0 0 7 14216:00 1 91 39 1 5 0 0 0 0 0 0 0 0 12 14917:00 2 87 32 0 5 0 0 1 0 0 0 0 0 8 13518:00 1 74 18 0 4 0 0 1 0 0 0 0 0 9 10719:00 0 70 9 0 2 0 0 0 0 0 0 0 0 3 8420:00 1 54 9 0 0 0 0 0 0 0 0 0 0 1 6521:00 0 28 6 0 1 0 0 0 0 0 0 0 0 2 3722:00 0 21 4 0 0 0 0 0 0 0 0 0 0 0 2523:00 0 10 0 0 1 0 0 0 0 0 0 0 0 0 11Total 11 1723 503 8 98 5 0 5 1 0 0 0 0 66 2420

Percent 0.5% 71.2% 20.8% 0.3% 4.0% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2.7%

AMPeak

07:00 07:00 07:00 06:00 07:00 09:00 08:00 07:00 07:00

Vol. 2 292 74 1 14 1 2 7 390PM

Peak17:00 15:00 16:00 15:00 12:00 14:00 17:00 15:00 16:00 16:00

Vol. 2 93 39 2 9 2 1 1 12 149

GrandTotal

55 11108 2994 33 588 33 0 21 2 0 0 0 0 342 15176

Percent 0.4% 73.2% 19.7% 0.2% 3.9% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 2.3%

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Page 1

Site Code: 1111Station ID:

Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class


Hunt Valley, MD 21030410-494-9093

Northbound


12/04/15 0 6 2 0 0 0 0 0 0 0 0 0 0 0 801:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 402:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 203:00 0 6 3 0 0 0 0 0 0 0 0 0 0 0 904:00 0 15 5 0 0 1 0 0 0 0 0 0 0 2 2305:00 0 34 12 0 3 0 0 0 0 0 0 0 0 2 5106:00 0 75 22 0 1 0 0 0 0 0 0 0 0 5 10307:00 1 139 31 1 10 1 0 1 0 0 0 0 0 11 19508:00 0 107 18 0 5 0 0 1 0 0 0 0 0 4 13509:00 0 61 19 0 8 0 0 3 0 0 0 0 0 1 9210:00 0 74 16 0 3 0 0 0 0 0 0 0 0 3 9611:00 0 73 15 1 6 0 0 0 0 0 0 0 0 5 100

12 PM 0 70 19 0 6 0 0 0 0 0 0 0 0 4 9913:00 0 75 15 0 4 0 0 1 0 0 0 0 0 4 9914:00 0 93 13 0 3 0 0 0 0 0 0 0 0 7 11615:00 2 97 20 1 5 2 0 0 0 0 0 0 0 10 13716:00 0 103 12 0 5 1 0 0 0 0 0 0 0 5 12617:00 0 88 12 0 2 0 0 0 0 0 0 0 0 16 11818:00 0 78 12 0 3 0 0 0 0 0 0 0 0 0 9319:00 0 52 10 1 2 0 0 1 0 0 0 0 0 0 6620:00 0 46 4 0 2 0 0 0 0 0 0 0 0 0 5221:00 0 46 8 0 1 0 0 0 0 0 0 0 0 2 5722:00 0 33 1 0 0 0 0 0 0 0 0 0 0 2 3623:00 0 14 2 0 0 0 0 0 0 0 0 0 0 1 17Total 3 1391 271 4 69 5 0 7 0 0 0 0 0 84 1834

Percent 0.2% 75.8% 14.8% 0.2% 3.8% 0.3% 0.0% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 4.6%

AMPeak

07:00 07:00 07:00 07:00 07:00 04:00 09:00 07:00 07:00

Vol. 1 139 31 1 10 1 3 11 195PM

Peak15:00 16:00 15:00 15:00 12:00 15:00 13:00 17:00 15:00

Vol. 2 103 20 1 6 2 1 16 137

Page 2




Hunt Valley, MD 21030410-494-9093

Northbound


12/05/15 0 9 0 0 0 0 0 0 0 0 0 0 0 0 901:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 502:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 103:00 0 7 0 0 0 0 0 0 0 0 0 0 0 0 704:00 0 7 1 0 0 0 0 0 0 0 0 0 0 1 905:00 0 12 5 0 0 0 0 0 0 0 0 0 0 0 1706:00 0 22 9 0 1 0 0 1 0 0 0 0 0 0 3307:00 1 37 7 0 3 0 0 0 0 0 0 0 0 4 5208:00 0 41 13 0 3 0 0 0 0 0 0 0 0 0 5709:00 0 51 11 0 2 0 0 1 0 0 0 0 0 2 6710:00 0 53 8 0 0 0 0 0 0 0 0 0 0 6 6711:00 0 64 22 0 4 0 0 1 0 0 0 0 0 1 92

12 PM 2 61 17 0 3 0 0 1 0 0 0 0 0 4 8813:00 0 64 9 0 2 0 0 0 0 0 0 0 0 5 8014:00 0 73 10 0 1 0 0 0 0 0 0 0 0 2 8615:00 0 71 14 0 2 0 0 0 0 0 0 0 0 4 9116:00 0 80 20 0 1 0 0 1 0 0 0 0 0 2 10417:00 0 57 17 0 2 0 0 1 0 0 0 0 0 3 8018:00 0 66 13 0 2 0 0 0 0 0 0 0 0 4 8519:00 0 41 5 0 1 0 0 0 0 0 0 0 0 5 5220:00 0 45 6 0 1 0 0 0 0 0 0 0 0 1 5321:00 0 33 4 0 1 0 0 0 0 0 0 0 0 0 3822:00 0 16 2 0 2 0 0 0 0 0 0 0 0 2 2223:00 0 19 2 0 0 0 0 0 0 0 0 0 0 1 22Total 3 934 196 0 31 0 0 6 0 0 0 0 0 47 1217

Percent 0.2% 76.7% 16.1% 0.0% 2.5% 0.0% 0.0% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 3.9%

AMPeak

07:00 11:00 11:00 11:00 06:00 10:00 11:00

Vol. 1 64 22 4 1 6 92PM

Peak12:00 16:00 16:00 12:00 12:00 13:00 16:00

Vol. 2 80 20 3 1 5 104

Page 3




Hunt Valley, MD 21030410-494-9093

Northbound


12/06/15 0 14 2 0 0 0 0 0 0 0 0 0 0 0 1601:00 0 6 2 0 0 0 0 0 0 0 0 0 0 0 802:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 403:00 0 8 2 0 0 0 0 0 0 0 0 0 0 0 1004:00 0 7 0 0 0 0 0 0 0 0 0 0 0 1 805:00 0 3 0 0 0 0 0 0 0 0 0 0 0 1 406:00 0 11 2 0 0 0 0 0 0 0 0 0 0 0 1307:00 0 30 2 0 0 0 0 0 0 0 0 0 0 0 3208:00 0 41 9 0 1 0 0 0 0 0 0 0 0 0 5109:00 0 45 11 0 1 0 0 0 0 0 0 0 0 1 5810:00 0 67 10 0 1 1 0 0 0 0 0 0 0 5 8411:00 0 66 8 0 4 0 0 1 0 0 0 0 0 2 81

12 PM 1 79 17 0 1 1 0 0 0 0 0 0 0 2 10113:00 0 65 15 0 3 1 0 0 0 0 0 0 0 6 9014:00 1 67 9 0 2 0 0 0 0 0 0 0 0 3 8215:00 0 50 13 0 0 0 0 0 0 0 0 0 0 9 7216:00 0 60 11 0 0 0 0 0 0 0 0 0 0 2 7317:00 0 46 7 0 3 0 0 0 0 0 0 0 0 1 5718:00 0 41 9 0 0 0 0 0 0 0 0 0 0 0 5019:00 0 36 3 0 0 0 0 0 0 0 0 0 0 5 4420:00 0 26 6 0 0 0 0 0 0 0 0 0 0 0 3221:00 0 22 0 0 1 0 0 0 0 0 0 0 0 2 2522:00 0 13 4 0 0 0 0 0 0 0 0 0 0 0 1723:00 0 13 0 0 1 0 0 0 0 0 0 0 0 1 15Total 2 819 143 0 18 3 0 1 0 0 0 0 0 41 1027

Percent 0.2% 79.7% 13.9% 0.0% 1.8% 0.3% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 4.0%

AMPeak

10:00 09:00 11:00 10:00 11:00 10:00 10:00

Vol. 67 11 4 1 1 5 84PM

Peak12:00 12:00 12:00 13:00 12:00 15:00 12:00

Vol. 1 79 17 3 1 9 101

Page 4




Hunt Valley, MD 21030410-494-9093

Northbound


12/07/15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 301:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 302:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:00 0 7 3 0 0 0 0 0 0 0 0 0 0 0 1004:00 0 9 6 0 0 0 0 0 0 0 0 0 0 0 1505:00 0 36 14 0 2 0 0 0 0 0 0 0 0 2 5406:00 0 77 21 0 4 0 0 0 0 0 0 0 0 3 10507:00 1 162 31 1 14 0 0 2 0 0 0 0 0 9 22008:00 0 156 32 0 8 0 0 0 1 0 0 0 0 14 21109:00 0 71 10 0 5 1 0 0 0 0 0 0 0 5 9210:00 0 53 16 0 3 0 0 0 0 0 0 0 0 2 7411:00 0 59 17 0 3 0 0 1 0 0 0 0 0 3 83

12 PM 0 58 17 0 7 0 0 0 0 0 0 0 0 5 8713:00 0 65 11 0 7 0 0 0 0 0 0 0 0 3 8614:00 0 75 20 0 6 1 0 0 0 0 0 0 0 7 10915:00 1 80 19 1 4 0 0 2 0 0 0 0 0 4 11116:00 2 90 20 0 5 1 0 1 0 0 0 0 0 10 12917:00 0 78 17 0 3 0 0 1 0 0 0 0 0 9 10818:00 0 52 11 0 1 0 0 1 0 0 0 0 0 7 7219:00 0 48 9 0 0 0 0 0 0 0 0 0 0 3 6020:00 0 31 5 0 1 0 0 0 0 0 0 0 0 1 3821:00 0 31 4 0 0 0 0 0 0 0 0 0 0 0 3522:00 0 17 1 0 1 0 0 0 0 0 0 0 0 1 2023:00 0 9 0 0 0 0 0 0 0 0 0 0 0 1 10Total 4 1270 284 2 74 3 0 8 1 0 0 0 0 89 1735

Percent 0.2% 73.2% 16.4% 0.1% 4.3% 0.2% 0.0% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 5.1%

AMPeak

07:00 07:00 08:00 07:00 07:00 09:00 07:00 08:00 08:00 07:00

Vol. 1 162 32 1 14 1 2 1 14 220PM

Peak16:00 16:00 14:00 15:00 12:00 14:00 15:00 16:00 16:00

Vol. 2 90 20 1 7 1 2 10 129

Page 5




Hunt Valley, MD 21030410-494-9093

Northbound


12/08/15 0 7 0 0 0 0 0 0 0 0 0 0 0 2 901:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 502:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 203:00 0 4 4 0 1 0 0 0 0 0 0 0 0 0 904:00 0 18 3 0 0 0 0 0 0 0 0 0 0 0 2105:00 0 34 14 0 2 0 0 0 0 0 0 0 0 3 5306:00 0 99 22 0 4 0 0 0 0 0 0 0 0 6 13107:00 0 159 35 0 4 0 0 1 0 0 0 0 0 8 20708:00 2 131 23 0 3 0 0 0 0 0 0 0 0 8 16709:00 0 71 13 0 3 0 0 0 0 0 0 0 0 1 8810:00 0 52 9 0 4 0 0 0 0 0 0 0 0 0 6511:00 0 49 8 0 4 0 0 0 0 0 0 0 0 1 62

12 PM 0 61 15 0 3 0 0 0 0 0 0 0 0 4 8313:00 0 64 12 0 6 0 0 0 0 0 0 0 0 4 8614:00 2 78 17 0 3 1 0 0 0 0 0 0 0 7 10815:00 0 88 17 1 3 2 0 0 0 0 0 0 0 4 11516:00 2 93 8 0 4 0 0 1 0 0 0 0 0 5 11317:00 1 79 15 0 1 2 0 0 0 0 0 0 0 12 11018:00 0 72 15 0 2 0 0 0 0 0 0 0 0 2 9119:00 0 45 6 0 0 0 0 0 0 0 0 0 0 3 5420:00 0 35 5 0 0 0 0 1 0 0 0 0 0 1 4221:00 0 28 4 0 0 0 0 0 0 0 0 0 0 3 3522:00 0 21 0 0 0 0 0 0 0 0 0 0 0 2 2323:00 0 5 0 0 1 0 0 0 0 0 0 0 0 0 6Total 7 1298 247 1 48 5 0 3 0 0 0 0 0 76 1685

Percent 0.4% 77.0% 14.7% 0.1% 2.8% 0.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 4.5%

AMPeak

08:00 07:00 07:00 06:00 07:00 07:00 07:00

Vol. 2 159 35 4 1 8 207PM

Peak14:00 16:00 14:00 15:00 13:00 15:00 16:00 17:00 15:00

Vol. 2 93 17 1 6 2 1 12 115

Page 6




Hunt Valley, MD 21030410-494-9093

Northbound


12/09/15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 301:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 102:00 0 2 1 0 0 0 0 0 0 0 0 0 0 2 503:00 0 5 3 0 0 0 0 0 0 0 0 0 0 0 804:00 0 20 4 0 0 0 0 0 0 0 0 0 0 0 2405:00 0 34 16 0 1 0 0 0 0 0 0 0 0 1 5206:00 0 87 19 0 4 0 0 0 0 0 0 0 0 3 11307:00 1 153 27 0 8 0 0 0 0 0 0 0 0 13 20208:00 0 129 31 0 3 0 0 1 0 0 0 0 0 9 17309:00 0 61 17 0 5 0 0 0 0 0 0 0 0 2 8510:00 0 48 10 0 2 0 0 1 0 0 0 0 0 2 6311:00 1 64 20 0 3 0 0 0 0 0 0 0 0 2 90

12 PM 0 63 21 0 3 0 0 0 0 0 0 0 0 8 9513:00 0 64 18 0 3 0 0 0 0 0 0 0 0 4 8914:00 0 77 19 0 2 0 0 1 0 0 0 0 0 4 10315:00 2 102 18 1 10 0 0 0 0 0 0 0 0 4 13716:00 1 92 15 0 3 0 0 0 0 0 0 0 0 2 11317:00 1 69 16 0 4 0 0 0 0 0 0 0 0 9 9918:00 1 67 8 0 3 0 0 0 0 0 0 0 0 4 8319:00 0 48 7 0 4 1 0 0 0 0 0 0 0 1 6120:00 1 47 7 0 1 0 0 0 0 0 0 0 0 3 5921:00 0 26 0 0 1 0 0 0 0 0 0 0 0 0 2722:00 0 19 1 0 0 0 0 0 0 0 0 0 0 1 2123:00 0 15 0 0 0 0 0 0 0 0 0 0 0 0 15Total 8 1296 278 1 60 1 0 3 0 0 0 0 0 74 1721

Percent 0.5% 75.3% 16.2% 0.1% 3.5% 0.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 4.3%

AMPeak

07:00 07:00 08:00 07:00 08:00 07:00 07:00

Vol. 1 153 31 8 1 13 202PM

Peak15:00 15:00 12:00 15:00 15:00 19:00 14:00 17:00 15:00

Vol. 2 102 21 1 10 1 1 9 137

Page 7




Hunt Valley, MD 21030410-494-9093

Northbound


12/10/15 0 5 1 0 0 0 0 0 0 0 0 0 0 0 601:00 0 6 0 0 0 0 0 0 0 0 0 0 0 2 802:00 0 4 2 0 0 0 0 0 0 0 0 0 0 0 603:00 0 1 3 0 1 0 0 0 0 0 0 0 0 1 604:00 0 13 5 0 0 0 0 0 0 0 0 0 0 0 1805:00 0 34 16 0 2 1 0 0 0 0 0 0 0 3 5606:00 0 89 19 0 7 0 0 1 0 0 0 0 0 1 11707:00 2 166 32 1 11 0 0 1 0 0 0 0 0 10 22308:00 0 122 21 0 6 0 0 0 0 0 0 0 0 4 15309:00 0 73 13 0 4 0 0 0 0 0 0 0 0 2 9210:00 0 55 18 0 3 0 0 0 0 0 0 0 0 2 7811:00 2 64 16 0 6 0 0 1 0 0 0 0 0 3 92

12 PM 1 79 21 1 5 2 0 0 0 0 0 0 0 3 11213:00 0 65 17 0 4 0 0 0 0 0 0 0 0 3 8914:00 1 68 18 0 5 2 0 0 0 0 0 0 0 10 10415:00 1 100 22 2 3 0 0 0 0 0 0 0 0 9 13716:00 1 92 20 0 5 0 0 0 0 0 0 0 0 7 12517:00 2 81 21 0 5 0 0 0 0 0 0 0 0 7 11618:00 0 79 15 0 2 0 0 1 0 0 0 0 0 3 10019:00 2 50 6 0 0 0 0 0 0 0 0 0 0 4 6220:00 0 41 3 0 0 0 0 0 0 0 0 0 0 3 4721:00 0 27 2 0 1 0 0 0 0 0 0 0 0 0 3022:00 0 25 6 0 0 0 0 0 0 0 0 0 0 0 3123:00 0 5 2 0 0 0 0 0 0 0 0 0 0 1 8Total 12 1344 299 4 70 5 0 4 0 0 0 0 0 78 1816

Percent 0.7% 74.0% 16.5% 0.2% 3.9% 0.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 4.3%

AMPeak

07:00 07:00 07:00 07:00 07:00 05:00 06:00 07:00 07:00

Vol. 2 166 32 1 11 1 1 10 223PM

Peak17:00 15:00 15:00 15:00 12:00 12:00 18:00 14:00 15:00

Vol. 2 100 22 2 5 2 1 10 137

GrandTotal

39 8352 1718 12 370 22 0 32 1 0 0 0 0 489 11035

Percent 0.4% 75.7% 15.6% 0.1% 3.4% 0.2% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 4.4%

Page 8




Hunt Valley, MD 21030410-494-9093

Southbound


12/04/15 0 10 1 0 1 0 0 0 0 0 0 0 0 2 1401:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 402:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 503:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 204:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 605:00 1 11 2 0 0 0 0 0 0 0 0 0 0 2 1606:00 0 23 8 0 1 0 1 0 0 0 0 0 0 3 3607:00 0 52 13 2 1 1 0 0 0 0 0 0 0 12 8108:00 0 65 15 0 2 0 0 0 0 0 0 0 0 4 8609:00 0 50 12 0 2 2 0 0 0 0 0 0 0 5 7110:00 1 64 18 0 3 0 0 0 0 0 0 0 0 5 9111:00 0 69 13 0 4 1 1 0 0 0 0 0 0 3 91

12 PM 1 63 23 0 3 3 0 0 0 0 0 0 0 6 9913:00 1 93 10 0 1 1 0 0 0 0 0 0 0 8 11414:00 0 90 22 1 1 2 0 0 0 0 0 0 0 8 12415:00 1 127 34 1 6 4 1 0 0 0 0 0 0 19 19316:00 3 164 31 0 10 3 0 1 0 0 0 0 0 18 23017:00 1 232 43 0 10 2 0 0 0 0 0 0 0 10 29818:00 1 99 20 0 3 0 0 0 0 0 0 0 0 2 12519:00 2 62 13 0 3 1 0 0 0 0 0 0 0 3 8420:00 0 39 3 0 2 0 0 0 0 0 0 0 0 0 4421:00 0 40 4 0 1 0 0 0 0 0 0 0 0 3 4822:00 0 35 7 0 2 0 0 0 0 0 0 0 0 2 4623:00 0 36 4 0 0 0 0 0 0 0 0 0 0 1 41Total 12 1441 296 4 56 20 3 1 0 0 0 0 0 116 1949

Percent 0.6% 73.9% 15.2% 0.2% 2.9% 1.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 6.0%

AMPeak

05:00 11:00 10:00 07:00 11:00 09:00 06:00 07:00 10:00

Vol. 1 69 18 2 4 2 1 12 91PM

Peak16:00 17:00 17:00 14:00 16:00 15:00 15:00 16:00 15:00 17:00

Vol. 3 232 43 1 10 4 1 1 19 298

Page 9




Hunt Valley, MD 21030410-494-9093

Southbound


12/05/15 0 10 2 0 0 0 0 0 0 0 0 0 0 0 1201:00 0 6 2 0 2 0 0 0 0 0 0 0 0 1 1102:00 0 8 3 0 0 0 0 0 0 0 0 0 0 0 1103:00 0 3 0 0 0 1 0 0 0 0 0 0 0 0 404:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 505:00 0 5 1 0 0 0 0 0 0 0 0 0 0 0 606:00 0 16 3 0 1 0 0 0 0 0 0 0 0 2 2207:00 1 24 6 0 0 0 0 0 0 0 0 0 0 6 3708:00 0 35 5 0 5 0 0 0 0 0 0 0 0 2 4709:00 1 53 16 0 1 2 0 0 0 0 0 0 0 3 7610:00 0 76 8 0 4 1 0 0 0 0 0 0 0 5 9411:00 0 107 21 0 2 2 0 0 0 0 0 0 0 8 140

12 PM 3 99 17 0 3 1 0 0 0 0 0 0 0 8 13113:00 0 109 18 0 5 1 0 0 0 0 0 0 0 9 14214:00 2 95 18 0 0 0 0 0 0 0 0 0 0 4 11915:00 0 111 22 0 3 2 0 0 0 0 0 0 0 9 14716:00 1 115 22 0 2 2 0 1 0 0 0 0 0 8 15117:00 1 83 23 0 7 0 0 0 0 0 0 0 0 5 11918:00 1 110 17 0 4 0 0 0 0 0 0 0 0 3 13519:00 1 68 13 0 3 1 0 0 0 0 0 0 0 3 8920:00 0 46 6 0 1 0 0 0 1 0 0 0 0 1 5521:00 0 33 10 0 1 1 0 0 0 0 0 0 0 2 4722:00 0 45 4 0 1 1 0 0 0 0 0 0 0 1 5223:00 0 31 5 0 1 0 0 0 0 0 0 0 0 1 38Total 11 1292 243 0 46 15 0 1 1 0 0 0 0 81 1690

Percent 0.7% 76.4% 14.4% 0.0% 2.7% 0.9% 0.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 4.8%

AMPeak

07:00 11:00 11:00 08:00 09:00 11:00 11:00

Vol. 1 107 21 5 2 8 140PM

Peak12:00 16:00 17:00 17:00 15:00 16:00 20:00 13:00 16:00

Vol. 3 115 23 7 2 1 1 9 151

Page 10




Hunt Valley, MD 21030410-494-9093

Southbound


12/06/15 0 11 0 0 0 1 0 0 0 0 0 0 0 0 1201:00 0 11 3 0 1 0 0 0 0 0 0 0 0 0 1502:00 1 8 2 0 1 0 0 0 0 0 0 0 0 0 1203:00 0 7 0 0 0 0 0 0 0 0 0 0 0 0 704:00 0 3 0 0 0 1 0 0 0 0 0 0 0 0 405:00 0 4 0 0 0 1 0 0 0 0 0 0 0 1 606:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 507:00 0 9 1 0 0 0 0 0 0 0 0 0 0 0 1008:00 0 24 3 0 1 1 0 0 0 0 0 0 0 4 3309:00 0 58 9 0 1 0 0 0 0 0 0 0 0 4 7210:00 0 72 14 0 0 0 0 0 0 0 0 0 0 2 8811:00 0 75 5 0 0 4 0 1 0 0 0 0 0 2 87

12 PM 2 103 21 0 5 1 0 0 0 0 0 0 0 8 14013:00 0 87 16 0 2 1 0 0 0 0 0 0 0 8 11414:00 2 87 13 0 2 2 0 0 0 0 0 0 0 6 11215:00 1 93 15 0 2 1 0 0 0 0 0 0 0 8 12016:00 0 81 19 0 2 0 0 0 0 0 0 0 0 3 10517:00 1 84 15 0 3 1 0 0 0 0 0 0 0 5 10918:00 0 68 11 0 1 1 0 0 0 0 0 0 0 3 8419:00 0 62 8 0 0 0 0 0 0 0 0 0 0 2 7220:00 0 45 6 0 0 0 0 0 0 0 0 0 0 0 5121:00 0 18 2 0 1 0 0 0 0 0 0 0 0 0 2122:00 0 13 2 0 0 0 0 0 0 0 0 0 0 1 1623:00 0 11 0 0 0 0 0 0 0 0 0 0 0 0 11Total 7 1038 166 0 22 15 0 1 0 0 0 0 0 57 1306

Percent 0.5% 79.5% 12.7% 0.0% 1.7% 1.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 4.4%

AMPeak

02:00 11:00 10:00 01:00 11:00 11:00 08:00 10:00

Vol. 1 75 14 1 4 1 4 88PM

Peak12:00 12:00 12:00 12:00 14:00 12:00 12:00

Vol. 2 103 21 5 2 8 140

Page 11




Hunt Valley, MD 21030410-494-9093

Southbound


12/07/15 0 9 0 0 0 0 0 0 0 0 0 0 0 2 1101:00 0 3 1 0 0 0 0 0 0 0 0 0 0 1 502:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 103:00 0 4 0 0 1 0 0 0 0 0 0 0 0 2 704:00 0 4 2 0 0 0 0 0 0 0 0 0 0 1 705:00 0 4 0 0 0 0 0 0 0 0 0 0 0 1 506:00 0 20 4 0 0 0 0 0 0 0 0 0 0 3 2707:00 2 53 11 3 4 3 0 0 0 0 0 0 0 11 8708:00 0 45 14 0 3 0 0 0 0 0 0 0 0 10 7209:00 2 47 9 1 2 0 0 0 0 0 0 0 0 7 6810:00 1 52 23 0 2 1 0 0 0 0 0 0 0 5 8411:00 1 58 18 0 3 1 0 0 0 0 0 0 0 4 85

12 PM 2 65 17 0 3 2 0 0 0 0 0 0 0 3 9213:00 0 67 17 0 1 1 0 0 0 0 0 0 0 4 9014:00 1 90 24 0 3 1 0 0 0 0 0 0 0 10 12915:00 1 132 20 0 4 1 1 1 0 0 0 0 0 8 16816:00 2 184 43 0 9 5 0 0 0 0 0 0 0 20 26317:00 1 250 45 0 4 0 0 0 0 0 0 0 0 9 30918:00 0 123 24 0 2 2 0 0 1 0 0 0 0 5 15719:00 1 53 14 0 2 0 0 0 0 0 0 0 0 4 7420:00 0 32 4 0 0 0 0 0 0 0 0 0 0 0 3621:00 0 34 4 0 1 0 0 0 0 0 0 0 0 2 4122:00 0 17 0 0 2 0 0 0 0 0 0 0 0 2 2123:00 0 17 2 0 1 0 0 0 0 0 0 0 0 1 21Total 14 1364 296 4 47 17 1 1 1 0 0 0 0 115 1860

Percent 0.8% 73.3% 15.9% 0.2% 2.5% 0.9% 0.1% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 6.2%

AMPeak

07:00 11:00 10:00 07:00 07:00 07:00 07:00 07:00

Vol. 2 58 23 3 4 3 11 87PM

Peak12:00 17:00 17:00 16:00 16:00 15:00 15:00 18:00 16:00 17:00

Vol. 2 250 45 9 5 1 1 1 20 309

Page 12




Hunt Valley, MD 21030410-494-9093

Southbound


12/08/15 0 9 0 0 0 0 0 0 0 0 0 0 0 1 1001:00 0 7 2 0 1 0 0 0 0 0 0 0 0 1 1102:00 1 2 2 0 0 0 0 0 0 0 0 0 0 0 503:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 404:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 805:00 0 8 1 1 0 0 0 0 0 0 0 0 0 1 1106:00 0 19 8 0 0 1 1 0 0 0 0 0 0 3 3207:00 0 60 15 3 5 1 1 0 0 0 0 0 0 6 9108:00 1 48 9 0 2 2 0 0 0 0 0 0 0 13 7509:00 0 45 8 0 1 2 0 0 0 0 0 0 0 8 6410:00 1 57 10 0 3 1 0 1 0 0 0 0 0 3 7611:00 1 57 16 0 3 0 0 0 0 0 0 0 0 2 79

12 PM 1 52 14 0 2 3 0 1 0 0 0 0 0 3 7613:00 1 76 17 0 1 1 0 1 0 0 0 0 0 12 10914:00 1 94 25 0 5 2 0 0 0 0 0 0 0 14 14115:00 0 137 28 3 6 2 0 0 0 0 0 0 0 6 18216:00 4 195 35 1 6 3 0 0 1 0 0 0 0 13 25817:00 5 240 48 0 1 2 0 1 0 0 0 0 0 12 30918:00 1 136 22 0 2 0 0 0 0 0 0 0 0 6 16719:00 0 42 18 0 0 0 0 0 0 0 0 0 0 1 6120:00 0 43 3 0 0 0 0 0 0 0 0 0 0 1 4721:00 0 44 8 0 2 0 0 0 0 0 0 0 0 6 6022:00 0 22 1 0 2 0 0 0 0 0 0 0 0 0 2523:00 0 21 0 0 1 0 0 0 0 0 0 0 0 0 22Total 17 1425 291 8 43 20 2 4 1 0 0 0 0 112 1923

Percent 0.9% 74.1% 15.1% 0.4% 2.2% 1.0% 0.1% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 5.8%

AMPeak

02:00 07:00 11:00 07:00 07:00 08:00 06:00 10:00 08:00 07:00

Vol. 1 60 16 3 5 2 1 1 13 91PM

Peak17:00 17:00 17:00 15:00 15:00 12:00 12:00 16:00 14:00 17:00

Vol. 5 240 48 3 6 3 1 1 14 309

Page 13




Hunt Valley, MD 21030410-494-9093

Southbound


12/09/15 0 9 0 0 0 0 0 0 0 0 0 0 0 0 901:00 0 7 1 0 0 0 0 0 0 0 0 0 0 0 802:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 203:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 104:00 0 6 0 0 0 0 0 0 0 0 0 0 0 0 605:00 0 13 2 0 0 0 0 0 0 0 0 0 0 0 1506:00 0 22 4 0 1 2 0 0 0 0 0 0 0 4 3307:00 1 61 12 2 1 0 0 0 0 0 0 0 0 8 8508:00 0 56 13 0 3 0 0 0 0 0 0 0 0 7 7909:00 0 59 13 0 5 0 0 0 0 0 0 0 0 5 8210:00 0 62 15 0 3 0 0 0 0 0 0 0 0 3 8311:00 0 62 17 0 4 2 0 0 0 0 0 0 0 7 92

12 PM 0 69 22 0 1 1 0 1 0 0 0 0 0 2 9613:00 1 78 15 0 2 1 0 0 0 0 0 0 0 4 10114:00 0 82 31 0 2 4 0 0 0 0 0 0 0 6 12515:00 1 134 29 1 4 0 0 0 0 0 0 0 0 7 17616:00 1 224 27 1 5 4 0 1 0 0 0 0 0 14 27717:00 3 230 41 0 5 2 0 0 0 0 0 0 0 17 29818:00 2 117 19 0 5 0 0 1 0 0 0 0 0 8 15219:00 0 61 7 0 4 1 0 0 0 0 0 0 0 3 7620:00 1 45 6 0 2 0 0 0 0 0 0 0 0 2 5621:00 0 44 10 0 1 0 0 1 0 0 0 0 0 4 6022:00 0 26 3 0 0 0 0 0 0 0 0 0 0 1 3023:00 0 25 1 0 0 0 0 0 0 0 0 0 0 0 26Total 10 1495 288 4 48 17 0 4 0 0 0 0 0 102 1968

Percent 0.5% 76.0% 14.6% 0.2% 2.4% 0.9% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 5.2%

AMPeak

07:00 10:00 11:00 07:00 09:00 06:00 07:00 11:00

Vol. 1 62 17 2 5 2 8 92PM

Peak17:00 17:00 17:00 15:00 16:00 14:00 12:00 17:00 17:00

Vol. 3 230 41 1 5 4 1 17 298

Page 14




Hunt Valley, MD 21030410-494-9093

Southbound


12/10/15 0 10 1 0 0 0 0 0 0 0 0 0 0 0 1101:00 0 9 1 0 0 0 0 0 0 0 0 0 0 1 1102:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 303:00 0 8 0 0 0 0 0 0 0 0 0 0 0 0 804:00 0 7 0 0 0 0 0 0 0 0 0 0 0 0 705:00 1 6 3 0 0 2 0 0 0 0 0 0 0 7 1906:00 0 17 3 1 0 2 1 0 0 0 0 0 0 0 2407:00 0 59 14 3 1 1 0 0 0 0 0 0 0 11 8908:00 1 55 13 1 4 0 0 0 0 0 0 0 0 7 8109:00 1 57 12 0 3 1 0 0 0 0 0 0 0 4 7810:00 1 65 18 0 4 0 0 0 0 0 0 0 0 4 9211:00 0 75 15 0 4 2 0 0 0 0 0 0 0 3 99

12 PM 1 77 18 0 1 0 0 0 0 0 0 0 0 7 10413:00 2 74 18 0 2 1 0 0 0 0 0 0 0 7 10414:00 0 106 31 0 2 4 0 0 0 0 0 0 0 14 15715:00 4 141 31 2 4 2 0 0 0 0 0 0 0 19 20316:00 1 195 40 1 9 4 0 2 0 0 0 0 0 20 27217:00 1 248 50 0 4 3 0 0 0 0 0 0 0 11 31718:00 0 114 22 0 2 0 0 1 0 0 0 0 0 8 14719:00 1 61 10 0 1 0 0 0 0 0 0 0 0 4 7720:00 0 44 7 0 2 1 0 0 0 0 0 0 0 1 5521:00 0 34 8 0 0 0 0 0 0 0 0 0 0 0 4222:00 0 28 5 0 1 0 0 0 0 0 0 0 0 4 3823:00 0 17 1 0 1 0 0 0 0 0 0 0 0 0 19Total 14 1509 322 8 45 23 1 3 0 0 0 0 0 132 2057

Percent 0.7% 73.4% 15.7% 0.4% 2.2% 1.1% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 6.4%

AMPeak

05:00 11:00 10:00 07:00 08:00 05:00 06:00 07:00 11:00

Vol. 1 75 18 3 4 2 1 11 99PM

Peak15:00 17:00 17:00 15:00 16:00 14:00 16:00 16:00 17:00

Vol. 4 248 50 2 9 4 2 20 317

GrandTotal

85 9564 1902 28 307 127 7 15 3 0 0 0 0 715 12753

Percent 0.7% 75.0% 14.9% 0.2% 2.4% 1.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 5.6%

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Page 1


Stewart Ave @ Old Stage RdStewart Ave - West Leg - Class


Hunt Valley, MD 21030410-494-9093

Eastbound


12/04/15 0 19 4 0 1 0 0 0 0 0 0 0 0 0 2401:00 0 10 2 0 0 0 0 0 0 0 0 0 0 0 1202:00 0 8 3 0 0 0 0 0 0 0 0 0 0 0 1103:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 304:00 0 11 2 0 1 0 0 0 0 0 0 0 0 0 1405:00 0 18 4 1 0 0 0 0 0 0 0 0 0 0 2306:00 0 45 16 0 3 3 0 0 0 0 0 0 0 3 7007:00 0 101 29 2 7 0 0 0 0 0 0 0 0 15 15408:00 0 104 27 1 10 1 0 0 1 0 0 0 0 3 14709:00 0 75 19 0 11 0 0 1 0 0 0 0 0 0 10610:00 0 103 27 0 11 0 1 0 0 0 0 0 0 4 14611:00 1 137 34 0 14 1 0 0 0 0 0 0 0 8 195

12 PM 0 126 38 0 14 2 0 0 1 0 0 0 0 3 18413:00 0 154 36 0 10 1 0 2 0 0 0 0 0 3 20614:00 0 162 56 3 15 1 0 1 0 0 0 0 0 8 24615:00 0 257 68 2 22 0 0 1 0 0 0 0 0 16 36616:00 2 349 77 1 22 0 0 1 0 1 0 0 0 12 46517:00 1 454 90 0 13 1 0 0 0 0 0 0 0 17 57618:00 1 205 41 0 8 0 0 0 0 0 0 0 0 7 26219:00 0 122 17 0 6 0 0 0 0 0 0 0 0 1 14620:00 0 79 11 0 4 0 0 0 0 0 0 0 0 2 9621:00 0 91 9 0 1 0 0 0 0 0 0 0 0 1 10222:00 0 72 6 0 3 0 0 0 0 0 0 0 0 2 8323:00 0 80 9 0 0 0 0 0 0 0 0 0 0 0 89Total 5 2785 625 10 176 10 1 6 2 1 0 0 0 105 3726

Percent 0.1% 74.7% 16.8% 0.3% 4.7% 0.3% 0.0% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 2.8%

AMPeak

11:00 11:00 11:00 07:00 11:00 06:00 10:00 09:00 08:00 07:00 11:00

Vol. 1 137 34 2 14 3 1 1 1 15 195PM

Peak16:00 17:00 17:00 14:00 15:00 12:00 13:00 12:00 16:00 17:00 17:00

Vol. 2 454 90 3 22 2 2 1 1 17 576

Page 2




Hunt Valley, MD 21030410-494-9093

Eastbound


12/05/15 0 44 9 0 0 0 0 0 0 0 0 0 0 0 5301:00 0 16 3 0 3 0 0 0 0 0 0 0 0 0 2202:00 0 14 3 0 0 0 0 0 0 0 0 0 0 0 1703:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 504:00 0 11 1 0 0 0 0 0 0 0 0 0 0 0 1205:00 0 10 5 0 1 0 0 0 0 0 0 0 0 0 1606:00 0 18 8 0 2 0 0 0 0 0 0 0 0 0 2807:00 0 40 9 0 2 0 0 0 0 0 0 0 0 2 5308:00 0 83 11 1 12 0 0 1 0 0 0 0 0 2 11009:00 1 100 21 0 3 0 0 0 0 0 0 0 0 1 12610:00 0 131 20 1 7 0 0 0 0 0 0 0 0 5 16411:00 4 173 45 1 6 0 0 0 0 0 0 0 0 6 235

12 PM 0 152 36 0 8 0 0 0 0 0 0 0 0 1 19713:00 0 166 42 0 8 1 0 2 0 0 0 0 0 4 22314:00 1 168 36 0 1 0 0 0 0 0 0 0 0 1 20715:00 2 172 38 0 8 0 0 0 0 0 0 0 0 5 22516:00 0 170 32 0 7 0 0 0 0 0 0 0 0 4 21317:00 0 157 36 0 11 0 0 0 0 0 0 0 0 3 20718:00 0 178 26 0 7 0 0 0 0 0 0 0 0 3 21419:00 0 141 24 0 4 0 0 1 0 0 0 0 0 4 17420:00 0 94 10 0 2 0 0 0 0 0 0 0 0 0 10621:00 0 82 17 0 1 0 0 0 0 0 0 0 0 0 10022:00 0 91 7 0 3 0 0 0 0 0 0 0 0 0 10123:00 0 53 9 0 1 0 0 0 0 0 0 0 0 1 64Total 8 2268 449 3 97 1 0 4 0 0 0 0 0 42 2872

Percent 0.3% 79.0% 15.6% 0.1% 3.4% 0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 1.5%

AMPeak

11:00 11:00 11:00 08:00 08:00 08:00 11:00 11:00

Vol. 4 173 45 1 12 1 6 235PM

Peak15:00 18:00 13:00 17:00 13:00 13:00 15:00 15:00

Vol. 2 178 42 11 1 2 5 225

Page 3




Hunt Valley, MD 21030410-494-9093

Eastbound


12/06/15 0 31 5 0 0 0 0 0 0 0 0 0 0 1 3701:00 0 27 2 0 1 0 0 0 0 0 0 0 0 0 3002:00 0 12 4 0 1 0 0 0 0 0 0 0 0 0 1703:00 0 8 0 0 0 0 0 0 0 0 0 0 0 0 804:00 0 13 0 0 0 0 0 0 0 0 0 0 0 0 1305:00 0 10 2 0 0 0 0 0 0 0 0 0 0 0 1206:00 0 11 4 0 0 0 0 0 0 0 0 0 0 0 1507:00 0 19 2 0 0 0 0 0 0 0 0 0 0 0 2108:00 0 34 13 1 5 0 0 0 0 0 0 0 0 0 5309:00 0 80 15 0 2 0 0 0 0 0 0 0 0 0 9710:00 1 115 22 0 2 0 0 1 0 0 0 0 0 9 15011:00 1 106 28 0 2 0 0 1 0 0 0 0 0 5 143

12 PM 0 163 32 0 9 0 0 1 0 0 0 0 0 5 21013:00 0 142 28 0 5 0 0 1 0 0 0 0 0 6 18214:00 1 144 26 0 6 0 0 0 0 0 0 0 0 2 17915:00 0 143 23 0 6 0 0 0 0 0 0 0 0 2 17416:00 0 146 30 0 5 0 0 0 0 0 0 0 0 4 18517:00 0 163 25 0 4 0 0 1 0 0 0 0 0 1 19418:00 1 138 17 1 5 0 0 0 0 0 0 0 0 3 16519:00 0 120 15 0 0 0 0 0 0 0 0 0 0 2 13720:00 0 77 14 0 0 0 0 0 0 0 0 0 0 0 9121:00 0 51 7 0 2 0 0 0 0 0 0 0 0 1 6122:00 0 41 7 0 0 0 0 0 0 0 0 0 0 0 4823:00 0 23 0 0 1 0 0 0 0 0 0 0 0 0 24Total 4 1817 321 2 56 0 0 5 0 0 0 0 0 41 2246

Percent 0.2% 80.9% 14.3% 0.1% 2.5% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 1.8%

AMPeak

10:00 10:00 11:00 08:00 08:00 10:00 10:00 10:00

Vol. 1 115 28 1 5 1 9 150PM

Peak14:00 12:00 12:00 18:00 12:00 12:00 13:00 12:00

Vol. 1 163 32 1 9 1 6 210

Page 4




Hunt Valley, MD 21030410-494-9093

Eastbound


12/07/15 0 19 1 0 0 0 0 0 0 0 0 0 0 1 2101:00 0 9 1 0 0 0 0 0 0 0 0 0 0 0 1002:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 403:00 0 7 1 0 1 0 0 0 0 0 0 0 0 0 904:00 0 7 3 1 2 0 0 1 0 0 0 0 0 1 1505:00 0 21 4 0 1 1 0 0 0 0 0 0 0 0 2706:00 0 41 8 1 2 0 0 0 0 0 0 0 0 4 5607:00 2 92 18 1 9 1 0 0 0 0 0 0 0 18 14108:00 1 87 19 1 6 1 0 0 0 0 0 0 0 7 12209:00 0 88 20 2 5 0 0 1 0 0 0 0 0 9 12510:00 0 95 34 1 8 1 0 1 1 0 0 0 0 2 14311:00 0 91 36 0 12 1 0 0 0 0 0 0 0 1 141

12 PM 0 119 31 1 12 0 0 0 0 0 0 0 0 3 16613:00 0 141 41 0 10 1 0 1 0 0 0 0 0 3 19714:00 3 163 52 0 17 0 0 0 0 0 0 0 0 7 24215:00 1 241 50 2 19 1 0 2 0 0 0 0 0 6 32216:00 0 366 86 0 16 1 0 2 0 0 0 0 0 12 48317:00 0 507 87 0 13 0 0 3 0 0 0 0 0 18 62818:00 1 253 40 0 11 2 0 1 0 0 0 0 0 2 31019:00 0 121 25 0 6 0 0 0 0 0 0 0 0 3 15520:00 0 79 13 0 2 0 0 0 0 0 0 0 0 0 9421:00 2 77 12 0 2 0 0 0 0 0 0 0 0 0 9322:00 0 42 3 0 4 0 0 0 0 0 0 0 0 0 4923:00 0 39 2 0 3 0 0 0 0 0 0 0 0 0 44Total 10 2709 587 10 161 10 0 12 1 0 0 0 0 97 3597

Percent 0.3% 75.3% 16.3% 0.3% 4.5% 0.3% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 2.7%

AMPeak

07:00 10:00 11:00 09:00 11:00 05:00 04:00 10:00 07:00 10:00

Vol. 2 95 36 2 12 1 1 1 18 143PM

Peak14:00 17:00 17:00 15:00 15:00 18:00 17:00 17:00 17:00

Vol. 3 507 87 2 19 2 3 18 628

Page 5




Hunt Valley, MD 21030410-494-9093

Eastbound


12/08/15 0 18 2 0 1 0 0 0 0 0 0 0 0 0 2101:00 0 11 2 0 1 0 0 0 0 0 0 0 0 0 1402:00 0 7 3 0 0 0 0 0 0 0 0 0 0 0 1003:00 0 5 0 1 2 0 0 1 0 0 0 0 0 0 904:00 0 14 2 0 0 0 0 0 0 0 0 0 0 1 1705:00 0 16 5 1 1 0 0 0 0 0 0 0 0 0 2306:00 0 45 12 0 4 1 0 0 0 0 0 0 0 1 6307:00 0 103 29 1 11 1 0 0 0 0 0 0 0 10 15508:00 2 92 22 0 6 2 0 0 0 0 0 0 0 6 13009:00 0 82 19 1 4 0 0 0 0 0 0 0 0 3 10910:00 0 93 26 0 7 0 0 1 0 0 0 0 0 3 13011:00 0 96 27 1 11 0 0 1 0 0 0 0 0 0 136

12 PM 2 111 36 0 9 1 0 3 0 0 0 0 0 2 16413:00 2 120 39 0 11 1 0 1 0 0 0 0 0 3 17714:00 1 192 62 1 17 1 0 0 0 0 0 0 0 5 27915:00 1 274 80 3 20 0 0 0 0 0 0 0 0 10 38816:00 2 392 82 0 9 0 0 1 0 0 0 0 0 10 49617:00 2 481 104 0 7 1 0 2 0 0 0 0 0 14 61118:00 1 218 41 0 10 0 0 1 0 0 0 0 0 6 27719:00 0 114 28 0 5 0 0 0 0 0 0 0 0 3 15020:00 0 102 11 0 4 0 0 1 0 0 0 0 0 1 11921:00 0 71 11 0 3 0 0 0 0 0 0 0 0 1 8622:00 0 54 7 0 2 0 0 0 1 0 0 0 0 2 6623:00 0 44 2 0 1 0 0 0 0 0 0 0 0 0 47Total 13 2755 652 9 146 8 0 12 1 0 0 0 0 81 3677

Percent 0.4% 74.9% 17.7% 0.2% 4.0% 0.2% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 2.2%

AMPeak

08:00 07:00 07:00 03:00 07:00 08:00 03:00 07:00 07:00

Vol. 2 103 29 1 11 2 1 10 155PM

Peak12:00 17:00 17:00 15:00 15:00 12:00 12:00 22:00 17:00 17:00

Vol. 2 481 104 3 20 1 3 1 14 611

Page 6




Hunt Valley, MD 21030410-494-9093

Eastbound


12/09/15 0 21 4 0 1 0 0 0 0 0 0 0 0 0 2601:00 0 8 2 0 0 0 0 0 0 0 0 0 0 0 1002:00 0 6 1 0 4 0 0 1 0 0 0 0 0 0 1203:00 0 5 1 0 0 0 0 0 0 0 0 0 0 1 704:00 0 11 1 0 0 0 0 0 0 0 0 0 0 1 1305:00 0 19 4 0 1 0 0 1 0 0 0 0 0 0 2506:00 0 39 17 0 3 0 0 0 0 0 0 0 0 1 6007:00 1 97 25 2 5 2 0 1 1 0 0 0 0 9 14308:00 0 88 22 0 7 0 0 1 0 0 0 0 0 7 12509:00 0 88 24 0 11 2 0 1 0 0 0 0 0 2 12810:00 1 102 33 0 7 0 0 0 0 0 0 0 0 1 14411:00 0 106 30 0 10 1 0 1 0 0 0 0 0 6 154

12 PM 0 129 38 1 8 0 0 0 0 0 0 0 0 5 18113:00 0 130 31 1 5 0 0 0 0 0 0 0 0 3 17014:00 2 170 55 0 10 2 0 0 0 0 0 0 0 7 24615:00 1 240 64 1 13 1 0 0 0 0 0 0 0 7 32716:00 1 428 73 0 14 0 0 1 0 0 0 0 0 6 52317:00 0 455 84 0 15 0 0 0 0 0 0 0 0 11 56518:00 1 232 41 0 9 1 0 1 0 0 0 0 0 6 29119:00 0 115 23 0 5 1 0 0 0 0 0 0 0 2 14620:00 0 96 13 0 3 0 0 0 0 0 0 0 0 1 11321:00 0 102 14 0 1 0 0 0 0 0 0 0 0 0 11722:00 0 62 9 0 1 0 0 0 0 0 0 0 0 1 7323:00 0 49 4 0 3 0 0 2 0 0 0 0 0 0 58Total 7 2798 613 5 136 10 0 10 1 0 0 0 0 77 3657

Percent 0.2% 76.5% 16.8% 0.1% 3.7% 0.3% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 2.1%

AMPeak

07:00 11:00 10:00 07:00 09:00 07:00 02:00 07:00 07:00 11:00

Vol. 1 106 33 2 11 2 1 1 9 154PM

Peak14:00 17:00 17:00 12:00 17:00 14:00 23:00 17:00 17:00

Vol. 2 455 84 1 15 2 2 11 565

GrandTotal

47 15132 3247 39 772 39 1 49 5 1 0 0 0 443 19775

Percent 0.2% 76.5% 16.4% 0.2% 3.9% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2.2%

Page 7




Hunt Valley, MD 21030410-494-9093

Westbound


12/04/15 0 4 3 0 2 0 0 0 0 0 0 0 0 0 901:00 0 4 2 0 2 0 0 0 0 0 0 0 0 0 802:00 0 3 3 0 0 0 0 0 0 0 0 0 0 0 603:00 0 15 5 0 2 0 0 0 0 0 0 0 0 0 2204:00 0 31 17 0 7 0 0 0 0 0 0 0 0 2 5705:00 0 79 40 0 14 0 0 1 0 0 0 0 0 0 13406:00 0 187 62 0 27 1 0 0 0 0 0 0 0 2 27907:00 0 333 102 2 30 4 0 1 0 0 0 0 0 6 47808:00 1 245 84 3 29 1 0 1 0 0 0 0 0 10 37409:00 0 128 49 1 21 0 0 2 0 0 0 0 0 5 20610:00 1 124 30 2 9 1 0 1 0 0 0 0 0 1 16911:00 1 136 46 1 19 0 0 0 0 0 0 0 0 1 204

12 PM 0 126 53 1 19 1 0 0 0 0 0 0 0 5 20513:00 2 156 43 0 12 0 0 1 0 0 0 0 0 6 22014:00 1 153 45 2 20 1 0 0 0 0 0 0 0 3 22515:00 1 187 68 2 29 0 0 0 0 0 0 0 0 8 29516:00 1 167 43 0 16 2 0 0 0 0 0 0 0 6 23517:00 3 154 51 1 18 1 0 0 0 0 0 0 0 11 23918:00 1 130 38 0 11 0 0 0 0 0 0 0 0 6 18619:00 0 103 23 1 14 0 0 0 0 0 0 0 0 1 14220:00 0 67 20 0 5 0 0 0 0 0 0 0 0 0 9221:00 0 70 13 0 9 0 0 0 0 0 0 0 0 0 9222:00 0 54 12 0 1 0 0 0 0 0 0 0 0 2 6923:00 0 25 4 0 1 0 0 0 0 0 0 0 0 0 30Total 12 2681 856 16 317 12 0 7 0 0 0 0 0 75 3976

Percent 0.3% 67.4% 21.5% 0.4% 8.0% 0.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 1.9%

AMPeak

08:00 07:00 07:00 08:00 07:00 07:00 09:00 08:00 07:00

Vol. 1 333 102 3 30 4 2 10 478PM

Peak17:00 15:00 15:00 14:00 15:00 16:00 13:00 17:00 15:00

Vol. 3 187 68 2 29 2 1 11 295

Page 8




Hunt Valley, MD 21030410-494-9093

Westbound


12/05/15 0 17 4 0 1 0 0 0 0 0 0 0 0 0 2201:00 0 12 2 0 0 0 0 0 0 0 0 0 0 0 1402:00 0 8 5 0 0 0 0 0 0 0 0 0 0 0 1303:00 0 13 0 0 1 0 0 0 0 0 0 0 0 0 1404:00 0 17 5 0 2 0 0 0 0 0 0 0 0 0 2405:00 0 24 9 0 4 1 0 0 0 0 0 0 0 0 3806:00 0 39 16 1 13 0 0 1 0 0 0 0 0 1 7107:00 1 78 22 0 11 0 0 0 0 0 0 0 0 1 11308:00 0 104 40 0 13 1 0 1 0 0 0 0 0 1 16009:00 0 113 39 1 13 0 0 2 0 0 0 0 0 0 16810:00 2 115 38 0 13 0 0 0 0 0 0 0 0 4 17211:00 0 137 44 0 16 1 0 1 0 0 0 0 0 5 204

12 PM 2 121 42 0 16 0 0 0 0 0 0 0 0 2 18313:00 1 141 41 0 7 0 0 0 0 0 0 0 0 4 19414:00 0 115 35 0 5 0 0 0 0 0 0 0 0 5 16015:00 1 135 49 0 13 0 0 0 0 0 0 0 0 4 20216:00 3 130 42 0 14 0 0 0 0 0 0 0 0 3 19217:00 0 117 35 0 11 0 0 1 0 0 0 0 0 4 16818:00 0 123 33 0 8 0 0 0 0 0 0 0 0 2 16619:00 0 86 14 0 4 2 0 0 0 0 0 0 0 1 10720:00 0 72 17 0 3 0 0 0 0 0 0 0 0 0 9221:00 0 59 11 0 6 0 0 0 0 0 0 0 0 1 7722:00 0 40 8 0 3 0 0 0 0 0 0 0 0 0 5123:00 0 35 9 0 0 0 0 0 0 0 0 0 0 1 45Total 10 1851 560 2 177 5 0 6 0 0 0 0 0 39 2650

Percent 0.4% 69.8% 21.1% 0.1% 6.7% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 1.5%

AMPeak

10:00 11:00 11:00 06:00 11:00 05:00 09:00 11:00 11:00

Vol. 2 137 44 1 16 1 2 5 204PM

Peak16:00 13:00 15:00 12:00 19:00 17:00 14:00 15:00

Vol. 3 141 49 16 2 1 5 202

Page 9




Hunt Valley, MD 21030410-494-9093

Westbound


12/06/15 0 25 3 0 1 0 0 0 0 0 0 0 0 1 3001:00 0 11 7 0 0 0 0 0 0 0 0 0 0 0 1802:00 0 8 1 0 2 0 0 0 0 0 0 0 0 0 1103:00 0 9 3 0 1 0 0 0 0 0 0 0 0 0 1304:00 0 15 4 0 0 0 0 0 0 0 0 0 0 0 1905:00 0 9 2 0 1 0 0 0 0 0 0 0 0 0 1206:00 1 26 9 0 4 0 0 0 0 0 0 0 0 3 4307:00 0 51 11 0 7 0 0 0 0 0 0 0 0 2 7108:00 0 72 30 0 12 0 0 0 0 0 0 0 0 1 11509:00 0 98 24 0 6 0 0 1 0 0 0 0 0 0 12910:00 3 113 40 0 16 1 0 0 0 0 0 0 0 4 17711:00 2 110 27 0 7 0 0 0 0 0 0 0 0 2 148

12 PM 1 130 39 1 13 1 0 0 0 0 0 0 0 4 18913:00 0 109 42 0 15 1 0 0 0 0 0 0 0 6 17314:00 2 127 33 0 12 0 0 0 0 0 0 0 0 0 17415:00 0 108 26 0 5 0 0 0 0 0 0 0 0 4 14316:00 2 113 38 0 10 1 0 0 0 0 0 0 0 1 16517:00 0 99 33 0 12 0 0 0 0 0 0 0 0 1 14518:00 0 75 23 0 7 0 0 0 0 0 0 0 0 7 11219:00 0 80 12 0 4 0 0 0 0 0 0 0 0 1 9720:00 1 48 12 1 6 0 0 1 0 0 0 0 0 0 6921:00 0 39 16 0 3 1 0 0 0 0 0 0 0 1 6022:00 0 26 11 0 0 0 0 0 0 0 0 0 0 0 3723:00 0 18 0 0 2 0 0 0 0 0 0 0 0 0 20Total 12 1519 446 2 146 5 0 2 0 0 0 0 0 38 2170

Percent 0.6% 70.0% 20.6% 0.1% 6.7% 0.2% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 1.8%

AMPeak

10:00 10:00 10:00 10:00 10:00 09:00 10:00 10:00

Vol. 3 113 40 16 1 1 4 177PM

Peak14:00 12:00 13:00 12:00 13:00 12:00 20:00 18:00 12:00

Vol. 2 130 42 1 15 1 1 7 189

Page 10




Hunt Valley, MD 21030410-494-9093

Westbound


12/07/15 0 4 1 0 0 0 0 0 0 0 0 0 0 0 501:00 0 5 2 0 0 0 0 0 0 0 0 0 0 0 702:00 0 5 1 0 0 0 0 0 0 0 0 0 0 0 603:00 0 14 3 0 2 0 0 0 0 0 0 0 0 0 1904:00 0 33 18 0 6 0 0 0 0 0 0 0 0 0 5705:00 1 94 34 0 19 0 0 0 0 0 0 0 0 0 14806:00 1 207 60 1 27 0 0 0 0 0 0 0 0 5 30107:00 1 412 115 1 32 0 0 2 0 0 0 0 0 22 58508:00 3 337 95 1 26 2 0 0 0 0 0 0 0 7 47109:00 0 133 43 2 18 2 0 1 0 0 0 0 0 5 20410:00 0 130 35 0 17 0 0 0 1 0 0 0 0 2 18511:00 0 98 39 2 14 1 0 0 0 0 0 0 0 4 158

12 PM 1 119 33 2 18 1 0 0 0 0 0 0 0 3 17713:00 0 137 34 0 18 1 0 0 0 0 0 0 0 1 19114:00 0 145 49 0 26 3 0 0 0 0 0 0 0 2 22515:00 0 149 64 3 21 1 0 2 0 0 0 0 0 5 24516:00 3 141 52 0 20 1 0 0 0 0 0 0 0 15 23217:00 1 132 49 0 5 0 0 0 0 0 0 0 0 12 19918:00 2 112 31 0 10 1 0 0 0 0 0 0 0 7 16319:00 0 84 30 0 4 2 0 0 0 0 0 0 0 2 12220:00 0 63 14 1 11 0 0 1 0 0 0 0 0 0 9021:00 0 51 9 0 2 0 0 0 0 0 0 0 0 2 6422:00 0 26 7 0 4 0 0 0 0 0 0 0 0 0 3723:00 0 13 6 0 0 0 0 0 0 0 0 0 0 1 20Total 13 2644 824 13 300 15 0 6 1 0 0 0 0 95 3911

Percent 0.3% 67.6% 21.1% 0.3% 7.7% 0.4% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2.4%

AMPeak

08:00 07:00 07:00 09:00 07:00 08:00 07:00 10:00 07:00 07:00

Vol. 3 412 115 2 32 2 2 1 22 585PM

Peak16:00 15:00 15:00 15:00 14:00 14:00 15:00 16:00 15:00

Vol. 3 149 64 3 26 3 2 15 245

Page 11




Hunt Valley, MD 21030410-494-9093

Westbound


12/08/15 0 9 3 0 0 0 0 0 0 0 0 0 0 0 1201:00 0 3 3 0 5 0 0 0 0 0 0 0 0 0 1102:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 503:00 0 10 7 0 2 0 0 0 0 0 0 0 0 0 1904:00 0 45 13 0 9 0 0 0 0 0 0 0 0 0 6705:00 1 79 38 0 16 0 0 0 0 0 0 0 0 0 13406:00 0 234 70 2 29 0 0 0 0 0 0 0 0 1 33607:00 1 384 136 1 37 0 0 0 0 0 0 0 0 4 56308:00 0 285 75 3 30 1 0 1 0 0 0 0 0 8 40309:00 0 131 49 0 11 0 0 0 0 0 0 0 0 2 19310:00 0 117 33 1 14 0 0 0 0 0 0 0 0 4 16911:00 1 102 39 1 17 1 0 0 0 0 0 0 0 1 162

12 PM 0 113 35 0 11 3 0 0 0 0 0 0 0 4 16613:00 1 123 40 0 15 0 0 1 0 0 0 0 0 5 18514:00 1 145 44 0 15 0 0 0 0 0 0 0 0 5 21015:00 1 147 58 2 22 1 0 0 0 0 0 0 0 9 24016:00 2 151 34 0 15 0 0 1 0 0 0 0 0 5 20817:00 2 150 46 0 13 2 0 1 0 0 0 0 0 17 23118:00 0 105 25 0 13 1 0 1 0 0 0 0 0 4 14919:00 0 66 19 0 7 0 0 0 0 0 0 0 0 3 9520:00 0 67 18 1 4 0 0 2 0 0 0 0 0 0 9221:00 0 48 8 0 3 0 0 0 0 0 0 0 0 0 5922:00 0 27 6 0 1 0 0 0 0 0 0 0 0 2 3623:00 0 11 3 0 5 0 0 0 0 0 0 0 0 0 19Total 10 2555 804 11 294 9 0 7 0 0 0 0 0 74 3764

Percent 0.3% 67.9% 21.4% 0.3% 7.8% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2.0%

AMPeak

05:00 07:00 07:00 08:00 07:00 08:00 08:00 08:00 07:00

Vol. 1 384 136 3 37 1 1 8 563PM

Peak16:00 16:00 15:00 15:00 15:00 12:00 20:00 17:00 15:00

Vol. 2 151 58 2 22 3 2 17 240

Page 12




Hunt Valley, MD 21030410-494-9093

Westbound


12/09/15 0 10 1 0 0 0 0 0 0 0 0 0 0 0 1101:00 0 5 1 0 2 0 0 0 0 0 0 0 0 0 802:00 0 7 3 0 4 0 0 0 0 0 0 0 0 0 1403:00 0 8 5 0 0 0 0 0 0 0 0 0 0 0 1304:00 0 41 16 0 6 0 0 0 0 0 0 0 0 1 6405:00 1 86 38 0 15 0 0 0 0 0 0 0 0 0 14006:00 0 223 71 1 30 0 0 0 0 0 0 0 0 4 32907:00 0 383 123 2 35 0 0 2 0 0 0 0 0 10 55508:00 2 259 82 1 24 0 0 0 0 0 0 0 0 2 37009:00 2 120 38 0 19 0 0 1 0 0 0 0 0 1 18110:00 1 85 28 0 11 0 0 0 0 0 0 0 0 2 12711:00 0 114 42 0 16 1 0 0 1 0 0 0 0 4 178

12 PM 2 125 45 0 9 1 0 0 0 0 0 0 0 5 18713:00 0 129 45 0 25 1 0 1 0 0 0 0 0 8 20914:00 1 145 50 1 14 1 0 0 0 0 0 0 0 7 21915:00 1 164 62 1 26 1 0 0 0 0 0 0 0 8 26316:00 1 142 48 0 9 1 0 1 0 0 0 0 0 10 21217:00 1 119 44 0 16 1 0 0 0 0 0 0 0 9 19018:00 0 123 27 2 15 1 0 1 0 0 0 0 0 4 17319:00 0 78 17 0 8 1 0 0 0 0 0 0 0 6 11020:00 0 73 17 0 6 0 0 3 0 0 0 0 0 2 10121:00 0 47 9 0 3 0 0 0 0 0 0 0 0 0 5922:00 0 34 6 0 4 0 0 0 0 0 0 0 0 0 4423:00 0 21 4 0 1 0 0 0 0 0 0 0 0 0 26Total 12 2541 822 8 298 9 0 9 1 0 0 0 0 83 3783

Percent 0.3% 67.2% 21.7% 0.2% 7.9% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2.2%

AMPeak

08:00 07:00 07:00 07:00 07:00 11:00 07:00 11:00 07:00 07:00

Vol. 2 383 123 2 35 1 2 1 10 555PM

Peak12:00 15:00 15:00 18:00 15:00 12:00 20:00 16:00 15:00

Vol. 2 164 62 2 26 1 3 10 263

GrandTotal

69 13791 4312 52 1532 55 0 37 2 0 0 0 0 404 20254

Percent 0.3% 68.1% 21.3% 0.3% 7.6% 0.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 2.0%

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178

176

202

**

**

**

153

173

Lane

2468

3529

3603

3836

3698

3684

3706

3897

00

00

00

3371

3736

Day

5997

7439

7382

7603

00

071

07A

M P

eak

00:0

000

:00

05:0

003

:00

05:0

003

:00

05:0

003

:00

--

--

--

05:0

003

:00

Vol

.21

219

162

823

962

223

455

925

7-

--

--

-50

121

9P

M P

eak

23:0

019

:00

19:0

019

:00

23:0

019

:00

23:0

019

:00

--

--

--

23:0

019

:00

Vol

.14

957

614

455

414

855

417

657

8-

--

--

-15

356

6

C

omb.

Tot

al59

9774

3973

8276

0375

7067

0350

5813

553

AD

TA

DT

6,8

22A

AD

T 6

,822

Intersection Study


Page 72

Appendix C

Existing and 2025 No-Build Capacity and Operational Analyses

TWO-WAY STOP CONTROL SUMMARY

General Information Site Information Analyst JO Agency/Co. Wallace Montgomery Date Performed 1/7/2016 Analysis Time Period AM

Intersection Stewart Ave @ Old Stage Rd Jurisdiction Anne Arundel County Analysis Year 2016

Project Description Stewart Ave/Old Stage Rd Intersection Study East/West Street: Stewart Avenue North/South Street: Old Stage Road Intersection Orientation: East-West Study Period (hrs): 0.25

Vehicle Volumes and AdjustmentsMajor Street Eastbound Westbound Movement 1 2 3 4 5 6

L T R L T RVolume (veh/h) 70 69 10 365 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)

0 70 69 10 365 0

Percent Heavy Vehicles 0 -- -- 0 -- --Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 0 1 0 Configuration T R LT Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12

L T R L T RVolume (veh/h) 177 15 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 177 0 15 0 0 0

Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0

RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of ServiceApproach Eastbound Westbound Northbound Southbound

Movement 1 4 7 8 9 10 11 12

Lane Configuration LT LR v (veh/h) 10 192 C (m) (veh/h) 1457 583 v/c 0.01 0.33 95% queue length 0.02 1.43 Control Delay (s/veh) 7.5 14.2 LOS A B Approach Delay (s/veh) -- -- 14.2 Approach LOS -- -- B

Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/28/2016 9:39 AM

Page 1 of 1Two-Way Stop Control

1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2k1D86.tmp


General Information Site Information Analyst JO Agency/Co. Wallace Montgomery Date Performed 1/7/2016 Analysis Time Period PM





0 203 263 26 90 0





Movement 1 4 7 8 9 10 11 12




1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2kE4E2.tmp


General Information Site Information Analyst JO Agency/Co. Wallace Montgomery Date Performed 1/7/2016 Analysis Time Period AM





0 85 84 12 445 0





Movement 1 4 7 8 9 10 11 12

Lane Configuration LT LR v (veh/h) 12 234 C (m) (veh/h) 1421 513 v/c 0.01 0.46 95% queue length 0.03 2.36 Control Delay (s/veh) 7.6 17.8 LOS A C Approach Delay (s/veh) -- -- 17.8 Approach LOS -- -- C



1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2k582.tmp


General Information Site Information Analyst JO Agency/Co. Wallace Montgomery Date Performed 1/7/2016 Analysis Time Period PM





0 247 321 32 110 0





Movement 1 4 7 8 9 10 11 12





Intersection Study


Page 77

Appendix D

Speed Study Analysis

Pag

e 1

Site

Cod

e: 2

222

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- E

ast L

eg -

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Eas

tbou

ndS

tart

16

1116

2126

3136

4146

5661

6671

Ave

rage

50th

85th

Tim

e5

1015

2025

3035

4045

5560

6570

9999

Tot

alM

ean

Per

cent

Per

cent

12/0

4/1 5

00

03

47

31

00

00

00

181

2632

01:0

00

00

12

32

00

00

00

08

126

3202

:00

00

00

33

20

00

00

00

81

2632

03:0

00

00

00

01

00

00

00

01

032

3404

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00

00

16

02

00

00

00

91

2736

05:0

00

00

02

24

10

00

00

09

130

3406

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31

12

1010

51

10

00

00

342

2531

07:0

08

00

318

2221

62

00

00

080

627

3408

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70

35

1036

208

10

00

00

906

2733

09:0

01

00

13

2118

10

00

00

045

329

3310

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40

02

1521

261

10

00

00

705

2833

11:0

01

00

221

43

28

10

21

00

00

108

828

3412

PM

30

13

2126

349

10

00

00

987

2934

13:0

03

00

312

5235

40

10

00

011

08

2833

14:0

05

10

825

5936

113

00

00

014

811

2733

15:0

010

00

345

8862

111

00

00

022

016

2733

16:0

012

21

1152

8591

16

30

00

00

273

2028

3317

:00

100

218

68

125

7511

01

00

00

310

2227

3218

:00

00

410

3679

395

00

00

00

173

1227

3219

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20

04

1627

206

10

00

00

765

2733

20:0

04

00

124

1519

00

00

00

063

425

3221

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10

16

1529

135

00

00

00

705

2732

22:0

00

00

415

1611

10

00

00

047

326

3223

:00

20

00

1322

132

10

00

00

534

2733

Tot

al76

413

9043

179

757

811

217

30

00

021

21P

erce

nt3.

6%0.

2%0.

6%4.

2%20

.3%

37.6

%27

.3%

5.3%

0.8%

0.1%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k07

:00

06:0

008

:00

08:0

011

:00

11:0

011

:00

11:0

007

:00

11:0

011

:00

Vol

.8

13

521

4328

102

110

8P

MP

eak

16:0

016

:00

18:0

017

:00

17:0

017

:00

16:0

016

:00

14:0

013

:00

17:0

0

Vol

.12

24

1868

125

9116

31

310

Pag

e 2

S

ite C

ode:

222

2S

tatio

n ID

: S

tew

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ve @

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Sta

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dS

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ve -

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t Leg

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Wal

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ery

1015

0 Y

ork

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d -

Sui

te 2

00H

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alle

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41

0-4

94

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93

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tbou

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tart

16

1116

2126

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4146

5661

6671

A

vera

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ime

510

1520

2530

3540

4555

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7099

99T

otal

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erce

ntP

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nt12

/05/

1 50

00

113

1813

30

00

00

048

327

3301

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00

00

34

43

00

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00

141

3036

02:0

00

00

01

24

20

00

00

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131

3603

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00

00

11

10

10

00

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3042

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00

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3305

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22

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101

2836

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126

3407

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00

11

612

21

00

00

00

232

2629

08:0

03

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15

1920

92

00

00

059

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3609

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30

01

915

248

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00

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3236

52

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093

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3411

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3112

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PM

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2338

284

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00

00

997

2733

13:0

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71

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00

011

08

2733

14:0

02

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323

45

30

121

00

00

0117

828

3415

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50

12

1733

278

20

00

00

957

2834

16:0

06

00

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2924

13

10

00

00

987

2834

17:0

06

00

329

4028

21

00

00

010

98

2732

18:0

01

11

431

3921

110

00

00

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2733

19:0

01

00

11

2736

177

00

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00

997

2632

20:0

02

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3010

32

10

00

072

526

3221

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00

11

1327

185

00

00

00

655

2833

22:0

01

00

016

2010

60

00

00

053

427

3423

:00

10

06

88

125

00

00

00

403

2834

Tot

al37

29

5232

754

739

613

021

20

00

015

23

Per

cent

2.4%

0.1%

0.6%

3.4%

21.5

%35

.9%

26.0

%8.

5%1.

4%0.

1%0.

0%0.

0%0.

0%0.

0%

A

MP

eak

08:0

0

06:0

010

:00

11:0

011

:00

10:0

011

:00

09:0

011

:00

11:0

0

Vol

.3

2

415

4736

124

1

11

2

PM

Pea

k16

:00

14:0

012

:00

19:0

018

:00

14:0

014

:00

16:0

015

:00

20:0

0

14

:00

Vol

.6

11

1131

4530

132

1

11

7

Pag

e 3

S

ite C

ode:

222

2S

tatio

n ID

: S

tew

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ery

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0-4

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vera

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ime

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1520

2530

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7099

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otal

Mea

nP

erce

ntP

erce

nt12

/06/

1 50

00

19

106

01

00

00

027

226

3201

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00

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27

53

20

00

00

222

2937

02:0

00

00

01

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20

00

00

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131

3603

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00

02

11

00

00

00

00

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2027

04:0

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129

3405

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00

00

01

21

00

00

00

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3237

06:0

00

00

03

11

20

00

00

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027

3707

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00

01

43

43

00

00

00

151

2936

08:0

02

00

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176

00

00

00

034

226

3009

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204

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2934

10:0

03

01

112

2728

12

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86

629

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18

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119

00

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00

826

2633

12 P

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829

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729

3414

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2827

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148

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19:0

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526

3220

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1224

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10

00

00

544

2732

21:0

00

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211

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40

00

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328

3322

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10

13

414

73

10

00

00

342

2734

23:0

00

00

05

66

10

10

00

019

128

34T

otal

341

890

246

436

341

104

133

00

00

1276

P

erce

nt2.

7%0.

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1%19

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34.2

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8.2%

1.0%

0.2%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k11

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04

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11:0

011

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11:0

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10:0

001

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10

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1

818

3028

122

86

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MP

eak

14:0

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0

Vol

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12

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3937

132

1

11

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Pag

e 4

S

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ode:

222

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tatio

n ID

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26

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4076

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2081

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erce

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0.0%

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AM

Pea

k09

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10:0

010

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07:0

009

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08:0

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Vol

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25

614

3022

73

1

78

P

MP

eak

17:0

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12:0

0

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0

Vol

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13

1677

146

9013

2

353

Pag

e 5

S

ite C

ode:

222

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tatio

n ID

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127

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2083

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AM

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P

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AM

Pea

k07

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07

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11:0

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4

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3023

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78

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3

312

Pag

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Tot

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29

105

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789

565

104

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00

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2110

P

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AM

Pea

k07

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08

:00

07:0

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08:0

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09:0

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08

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Vol

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1

619

3026

71

87

P

MP

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16:0

014

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18:0

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0

Vol

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13

2080

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8314

31

332

T

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401

1473

595

2736

4977

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00

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265

P

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15th

Per

cent

ile :

21 M

PH

50th

Per

cent

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27 M

PH

85th

Per

cent

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33 M

PH

95th

Per

cent

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PH

Sta

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25

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1456

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0.8%

0.1%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k11

:00

11:0

0

08:0

010

:00

09:0

010

:00

10:0

011

:00

10:0

0

10

:00

Vol

.4

1

427

3237

162

1

11

5

PM

Pea

k16

:00

13:0

014

:00

14:0

015

:00

12:0

012

:00

12:0

014

:00

13:0

0

12

:00

Vol

.6

11

630

5036

93

1

11

6

Pag

e 11

S

ite C

ode:

222

2S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

ge R

dS

tew

art A

ve -

Eas

t Leg

- S

peed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Wes

tbou

ndS

tart

16

1116

2126

3136

4146

5661

6671

A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/07/

1 50

00

02

31

00

00

00

06

026

3001

:00

00

00

11

30

00

00

00

50

3033

02:0

00

00

00

42

00

00

00

06

028

3203

:00

00

00

21

41

00

00

00

81

3134

04:0

01

01

04

1118

21

00

00

038

330

3405

:00

00

00

1433

349

10

00

00

916

2934

06:0

02

00

230

6382

145

00

00

019

814

3034

07:0

02

00

637

156

171

200

00

00

0392

2829

3308

:00

30

03

2894

132

23

20

00

00

285

2030

3409

:00

50

04

2330

3519

11

00

00

118

829

3510

:00

20

16

2537

428

10

00

00

122

928

3311

:00

00

00

1232

229

01

00

00

765

2934

12 P

M2

00

49

3635

16

10

00

00

103

730

3513

:00

00

12

1036

4513

10

00

00

108

830

3414

:00

30

05

36

48

407

10

00

00

140

1027

3315

:00

51

512

2648

49

60

00

00

0152

1127

3316

:00

40

09

2744

3611

00

00

00

131

927

3317

:00

60

03

2346

339

00

00

00

120

928

3318

:00

60

04

1840

395

10

00

00

113

828

3319

:00

30

14

2327

201

10

00

00

806

2632

20:0

00

00

69

2220

10

00

00

058

428

3321

:00

30

01

415

144

00

00

00

413

2934

22:0

00

00

18

115

00

00

00

025

226

3123

:00

00

00

23

30

00

00

00

81

2833

Tot

al47

19

7237

384

188

517

816

20

00

024

24

Per

cent

1.9%

0.0%

0.4%

3.0%

15.4

%34

.7%

36.5

%7.

3%0.

7%0.

1%0.

0%0.

0%0.

0%0.

0%

A

MP

eak

09:0

0

04:0

007

:00

07:0

007

:00

07:0

008

:00

06:0

009

:00

07:0

0

Vol

.5

1

637

156

171

235

1

39

2

PM

Pea

k17

:00

15:0

015

:00

15:0

014

:00

14:0

015

:00

12:0

012

:00

15

:00

Vol

.6

15

1236

4849

161

15

2

Pag

e 12

S

ite C

ode:

222

2S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

ge R

dS

tew

art A

ve -

Eas

t Leg

- S

peed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Wes

tbou

ndS

tart

16

1116

2126

3136

4146

5661

6671

A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/08/

1 51

00

03

20

00

00

00

06

023

2701

:00

00

00

14

21

01

00

00

91

2938

02:0

00

00

00

50

00

00

00

05

027

2903

:00

00

00

23

11

00

00

00

70

2734

04:0

01

00

26

2013

40

00

00

046

328

3305

:00

00

02

925

367

10

00

00

806

3034

06:0

05

00

237

7380

171

00

00

021

515

2934

07:0

04

00

329

132

179

27

10

00

00

375

2730

3408

:00

20

120

3180

115

230

00

00

027

219

3034

09:0

04

00

211

3843

121

10

00

011

28

3034

10:0

01

00

913

3238

131

00

00

010

78

2934

11:0

03

00

219

2329

111

00

00

088

629

3412

PM

30

04

1333

2211

10

00

00

876

2834

13:0

01

00

419

2743

12

20

00

00

108

830

3414

:00

30

06

2444

378

00

00

00

122

928

3315

:00

80

04

29

4938

40

00

00

013

29

2732

16:0

07

01

518

4242

120

00

00

012

79

2834

17:0

06

00

327

54

47

91

00

00

0147

1028

3318

:00

00

011

2239

143

00

00

00

896

2631

19:0

03

00

418

2122

20

00

00

070

527

3320

:00

30

02

2123

85

00

00

00

624

2632

21:0

02

00

218

134

40

00

00

043

324

3122

:00

20

01

88

41

00

00

00

242

2531

23:0

00

00

11

93

20

00

00

016

128

34T

otal

590

289

379

799

820

189

102

00

00

2349

P

erce

nt2.

5%0.

0%0.

1%3.

8%16

.1%

34.0

%34

.9%

8.0%

0.4%

0.1%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k06

:00

08

:00

08:0

006

:00

07:0

007

:00

07:0

005

:00

01:0

0

07

:00

Vol

.5

1

2037

132

179

271

1

37

5

PM

Pea

k15

:00

16

:00

18:0

015

:00

17:0

017

:00

13:0

013

:00

17

:00

Vol

.8

1

1129

5447

122

14

7

Pag

e 13

S

ite C

ode:

222

2S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

ge R

dS

tew

art A

ve -

Eas

t Leg

- S

peed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Wes

tbou

ndS

tart

16

1116

2126

3136

4146

5661

6671

A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/09/

1 50

01

04

51

00

00

00

011

125

2901

:00

00

01

11

30

10

00

00

70

3034

02:0

00

00

00

23

00

00

00

05

030

3303

:00

00

00

03

01

00

00

00

40

2837

04:0

00

00

15

1418

50

00

00

043

330

3405

:00

20

03

734

365

00

00

00

876

2933

06:0

02

00

10

36

8381

92

00

00

022

316

2833

07:0

04

10

535

130

181

23

51

00

00

385

2830

3408

:00

40

05

1994

8516

10

00

00

224

1629

3409

:00

00

33

2441

315

10

00

00

108

827

3310

:00

10

12

1533

234

10

00

00

806

2833

11:0

00

00

315

2935

70

00

00

089

629

3412

PM

00

22

2538

319

00

00

00

107

828

3313

:00

20

17

2260

289

00

00

00

129

927

3314

:00

00

03

34

5235

40

00

00

012

89

2732

15:0

01

10

622

5650

50

00

00

0141

1028

3316

:00

60

09

2450

343

00

00

00

126

927

3217

:00

10

00

10

1951

348

00

00

00

132

927

3318

:00

30

07

2248

304

00

00

00

114

827

3219

:00

20

03

2430

210

00

00

00

806

2632

20:0

01

00

313

2613

11

00

00

058

427

3221

:00

00

02

1220

71

00

00

00

423

2631

22:0

00

00

110

139

10

00

00

034

227

3223

:00

10

01

15

33

10

00

00

151

2937

Tot

al39

28

8738

991

879

212

313

10

00

023

72

Per

cent

1.6%

0.1%

0.3%

3.7%

16.4

%38

.7%

33.4

%5.

2%0.

5%0.

0%0.

0%0.

0%0.

0%0.

0%

A

MP

eak

07:0

007

:00

09:0

006

:00

06:0

007

:00

07:0

007

:00

07:0

007

:00

07:0

0

Vol

.4

13

1036

130

181

235

1

38

5

PM

Pea

k17

:00

15:0

012

:00

17:0

014

:00

13:0

015

:00

12:0

020

:00

15

:00

Vol

.10

12

1034

6050

91

14

1

Pag

e 14

Site

Cod

e: 2

222

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- E

ast L

eg -

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Wes

tbou

ndS

tart

16

1116

2126

3136

4146

5661

6671

Ave

rage

50th

85th

Tim

e5

1015

2025

3035

4045

5560

6570

9999

Tot

alM

ean

Per

cent

Per

cent

12/1

0/1 5

00

02

10

40

00

00

00

70

3033

01:0

00

00

11

21

10

00

00

06

027

3502

:00

00

00

13

50

00

00

00

91

3033

03:0

00

00

04

62

20

00

00

014

127

3404

:00

10

01

59

96

00

00

00

312

2936

05:0

00

00

18

3048

61

00

00

094

730

3406

:00

30

07

3077

8316

20

00

00

218

1629

3407

:00

70

04

29167

160

221

00

00

0390

2829

3308

:00

30

04

39

8291

24

40

00

00

247

1829

3409

:00

10

03

1743

467

10

00

00

118

829

3310

:00

00

14

1735

275

20

00

00

916

2833

11:0

03

00

115

3541

90

00

00

010

47

2934

12 P

M0

00

022

3142

12

00

00

00

107

830

3413

:00

10

12

1138

428

40

00

00

107

830

3414

:00

40

12

2449

357

00

00

00

122

928

3315

:00

70

08

2852

378

20

00

00

142

1027

3316

:00

12

02

11

40

4929

60

00

00

0149

1125

3217

:00

80

04

3746

355

00

00

00

135

1027

3218

:00

90

04

2443

224

01

00

00

107

826

3219

:00

31

05

1841

132

10

00

00

846

2631

20:0

01

00

119

2019

50

00

00

065

527

3321

:00

20

01

615

130

00

00

00

373

2832

22:0

00

00

46

104

01

00

00

025

226

3123

:00

00

00

52

31

00

00

00

111

2633

Tot

al65

15

7040

788

581

115

619

10

00

024

20P

erce

nt2.

7%0.

0%0.

2%2.

9%16

.8%

36.6

%33

.5%

6.4%

0.8%

0.0%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k07

:00

10:0

006

:00

08:0

007

:00

07:0

008

:00

08:0

007

:00

Vol

.7

17

3916

716

024

439

0P

MP

eak

16:0

019

:00

16:0

016

:00

16:0

015

:00

12:0

012

:00

13:0

018

:00

16:0

0

Vol

.12

12

1140

5242

124

114

9T

otal

333

1041

503

2588

5444

5055

1090

102

100

00

015

176

Per

cent

2.2%

0.1%

0.3%

3.3%

17.1

%35

.9%

33.3

%7.

2%0.

7%0.

1%0.

0%0.

0%0.

0%0.

0%15

th P

erce

ntile

: 22

MP

H50

th P

erce

ntile

: 28

MP

H85

th P

erce

ntile

: 33

MP

H95

th P

erce

ntile

: 37

MP

H

Sta

ts10

MP

H P

ace

Spe

ed :

26-3

5 M

PH

Num

ber

in P

ace

: 10

499

Per

cent

in P

ace

: 69

.2%

Num

ber

of V

ehic

les

> 5

5 M

PH

: 0

Per

cent

of V

ehic

les

> 5

5 M

PH

: 0.

0%M

ean

Spe

ed(A

vera

ge)

: 29

MP

H

Pag

e 1

Site

Cod

e: 3

333

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- W

est L

eg-

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Eastbound

Sta

rt1

611

1621

2631

3641

4656

6166

71A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/04/

1 50

00

00

14

810

10

00

024

239

4301

:00

00

00

00

46

20

00

00

121

3640

02:0

00

00

00

06

41

00

00

011

134

3903

:00

00

00

00

01

02

00

00

30

4752

04:0

00

00

00

01

74

20

00

014

139

4405

:00

00

00

01

310

52

20

00

232

3847

06:0

03

00

12

219

2411

62

00

070

536

4307

:00

15

00

15

927

5730

100

00

015

411

3642

08:0

03

00

05

421

5937

180

00

014

710

3844

09:0

00

00

01

815

4132

90

00

010

68

3843

10:0

04

00

01

1220

70

327

00

00

146

1037

4211

:00

80

00

616

40

5647

22

00

00

195

1437

4412

PM

30

00

611

3174

4514

00

00

184

1337

4313

:00

30

00

19

3472

6917

10

00

206

1538

4414

:00

80

00

89

4011

652

121

00

024

618

3742

15:0

016

00

02

1587

144

8121

00

00

366

2637

4216

:00

120

01

126

119

177

109

200

00

046

533

3742

17:0

017

00

15

31

185

223

9915

00

00

576

4136

4118

:00

70

00

42

6411

457

140

00

026

219

3742

19:0

01

00

00

533

5438

150

00

014

610

3844

20:0

02

00

00

026

3629

30

00

096

737

4321

:00

10

00

04

2441

1913

00

00

102

737

4422

:00

20

00

02

2134

204

00

00

836

3742

23:0

00

00

00

517

3922

60

00

089

637

43T

otal

105

00

447

172

841

1467

851

233

60

00

3726

Per

cent

2.8%

0.0%

0.0%

0.1%

1.3%

4.6%

22.6

%39

.4%

22.8

%6.

3%0.

2%0.

0%0.

0%0.

0%A

MP

eak

07:0

006

:00

11:0

011

:00

11:0

010

:00

11:0

011

:00

05:0

011

:00

Vol

.15

16

1640

7047

222

195

PM

Pea

k17

:00

16:0

014

:00

17:0

017

:00

17:0

016

:00

15:0

013

:00

17:0

0

Vol

.17

18

3118

522

310

921

157

6

Pag

e 2

Site

Cod

e: 3

333

Sta

tion

ID:

Ste

war

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cent

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tion

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Per

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Site

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Sta

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Tot

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00

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00

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Per

cent

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tion

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00

58

5712

755

191

00

027

720

3743

15:0

04

00

01

1685

139

7623

20

00

346

2537

4316

:00

16

00

00

2514

619

997

200

00

050

336

3642

17:0

013

00

05

31

159

276

119

150

00

0618

4436

4118

:00

70

00

08

6514

970

180

00

031

723

3742

19:0

01

00

01

1119

6132

100

00

013

510

3743

20:0

00

10

00

031

4237

101

00

012

29

3844

21:0

01

00

00

525

2730

60

00

094

737

4322

:00

10

00

03

1136

144

00

00

695

3742

23:0

00

00

10

29

1726

60

00

061

440

44T

otal

941

02

4317

680

315

5389

323

15

01

038

02P

erce

nt2.

5%0.

0%0.

0%0.

1%1.

1%4.

6%21

.1%

40.8

%23

.5%

6.1%

0.1%

0.0%

0.0%

0.0%

AM

Pea

k07

:00

06:0

007

:00

07:0

007

:00

11:0

011

:00

10:0

000

:00

11:0

0

Vol

.10

19

1034

7355

191

181

PM

Pea

k16

:00

20:0

023

:00

12:0

017

:00

17:0

017

:00

17:0

015

:00

15:0

017

:00

Vol

.16

11

531

159

276

119

232

618

Tot

al53

21

013

215

1050

5118

9348

5632

1626

355

20

2357

7P

erce

nt2.

3%0.

0%0.

0%0.

1%0.

9%4.

5%21

.7%

39.6

%23

.9%

6.9%

0.1%

0.0%

0.0%

0.0%

15th

Per

cent

ile :

31 M

PH

50th

Per

cent

ile :

37 M

PH

85th

Per

cent

ile :

43 M

PH

95th

Per

cent

ile :

48 M

PH

Sta

ts10

MP

H P

ace

Spe

ed :

36-4

5 M

PH

Num

ber

in P

ace

: 14

980

Per

cent

in P

ace

: 63

.5%

Num

ber

of V

ehic

les

> 2

5 M

PH

: 22

816

Per

cent

of V

ehic

les

> 2

5 M

PH

: 96

.8%

Mea

n S

peed

(Ave

rage

) :

38 M

PH

Pag

e 8

Site

Cod

e: 3

333

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- W

est L

eg-

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Westbound

Sta

rt1

611

1621

2631

3641

4656

6166

71A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/04/

1 50

00

00

03

41

01

00

09

136

4301

:00

00

00

00

22

40

00

00

81

3943

02:0

00

00

00

13

11

00

00

06

033

4003

:00

00

00

21

64

80

01

00

222

3743

04:0

01

00

02

714

1511

70

00

057

436

4405

:00

00

00

29

3447

3012

00

00

134

1037

4306

:00

10

00

018

7610

667

100

10

027

920

3742

07:0

06

00

01

28

111

196

119

170

00

0478

3437

4208

:00

10

01

37

1387

146

8027

00

00

374

2737

4309

:00

40

04

817

4777

3414

10

00

206

1536

4210

:00

10

04

515

4644

4311

00

00

169

1236

4311

:00

10

00

211

6475

3714

00

00

204

1536

4212

PM

50

03

711

5376

3415

10

00

205

1536

4213

:00

60

01

915

5792

354

10

00

220

1636

4014

:00

30

00

515

4787

5414

00

00

225

1637

4315

:00

80

12

322

84

109

55

110

00

0295

2136

4116

:00

60

00

815

4495

5512

00

00

235

1737

4217

:00

11

01

05

1475

9628

90

00

023

917

3540

18:0

06

00

02

1355

7131

80

00

018

613

3641

19:0

01

00

02

843

6417

61

00

014

210

3640

20:0

00

00

02

1330

2717

21

00

092

735

4121

:00

00

01

19

2336

211

00

00

927

3641

22:0

02

00

01

1214

2511

40

00

069

536

4223

:00

00

00

14

813

31

00

00

302

3539

Tot

al72

03

1875

271

1026

1508

796

199

62

00

3976

Per

cent

1.8%

0.0%

0.1%

0.5%

1.9%

6.8%

25.8

%37

.9%

20.0

%5.

0%0.

2%0.

1%0.

0%0.

0%A

MP

eak

08:0

008

:00

09:0

009

:00

07:0

007

:00

07:0

007

:00

08:0

000

:00

03:0

007

:00

Vol

.10

14

828

111

196

119

271

147

8P

MP

eak

17:0

015

:00

12:0

013

:00

15:0

015

:00

15:0

015

:00

12:0

012

:00

15:0

0

Vol

.11

13

922

8410

955

151

295

Pag

e 9

Site

Cod

e: 3

333

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- W

est L

eg-

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Westbound

Sta

rt1

611

1621

2631

3641

4656

6166

71A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/05/

1 50

00

01

17

84

10

00

022

236

4201

:00

00

00

01

37

30

00

00

141

3741

02:0

00

00

00

12

43

30

00

013

139

4803

:00

00

00

02

07

32

00

00

141

3844

04:0

00

00

01

25

77

20

00

024

237

4305

:00

00

00

13

1413

43

00

00

383

3541

06:0

01

00

32

523

209

80

00

071

535

4307

:00

10

10

17

2041

2912

10

00

113

838

4408

:00

10

02

618

3958

278

10

00

160

1136

4209

:00

00

00

65

3556

50

16

00

00

168

1238

4410

:00

40

00

68

3475

3312

00

00

172

1237

4211

:00

40

01

722

67

6035

80

00

0204

1535

4112

PM

20

00

110

4074

479

00

00

183

1337

4313

:00

40

00

19

3371

60

160

00

019

414

3843

14:0

05

00

10

443

6234

110

00

016

011

3743

15:0

04

00

05

1047

79

3819

00

00

202

1437

4316

:00

30

10

114

5571

379

10

00

192

1436

4217

:00

40

00

012

59

5826

90

00

016

812

3541

18:0

02

00

02

1449

6131

61

00

016

612

3642

19:0

01

00

01

1024

4124

60

00

010

78

3742

20:0

00

00

00

834

3315

11

00

092

735

4121

:00

10

00

15

2331

115

00

00

776

3642

22:0

00

00

01

321

129

32

00

051

435

4323

:00

10

00

04

1418

71

00

00

453

3540

Tot

al38

02

744

178

691

967

546

170

70

00

2650

Per

cent

1.4%

0.0%

0.1%

0.3%

1.7%

6.7%

26.1

%36

.5%

20.6

%6.

4%0.

3%0.

0%0.

0%0.

0%A

MP

eak

10:0

007

:00

06:0

011

:00

11:0

011

:00

10:0

009

:00

09:0

007

:00

11:0

0

Vol

.4

13

722

6775

5016

120

4P

MP

eak

14:0

016

:00

14:0

015

:00

16:0

017

:00

15:0

013

:00

15:0

022

:00

15:0

0

Vol

.5

11

514

5979

6019

220

2

Pag

e 10

Site

Cod

e: 3

333

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- W

est L

eg-

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Westbound

Sta

rt1

611

1621

2631

3641

4656

6166

71A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/06/

1 51

00

00

29

124

11

00

030

236

4101

:00

00

00

01

97

10

00

00

181

3438

02:0

00

00

00

14

60

00

00

011

135

3803

:00

00

00

02

41

60

00

00

131

3743

04:0

00

00

00

25

72

30

00

019

136

4505

:00

00

00

12

14

22

00

00

121

3745

06:0

03

00

10

78

1110

30

00

043

336

4307

:00

10

00

14

1726

157

00

00

715

3743

08:0

01

00

00

17

3233

248

00

00

115

836

4309

:00

01

01

210

3836

328

10

00

129

936

4310

:00

40

00

216

40

71

36

71

00

0177

1336

4211

:00

20

00

211

3161

3110

00

00

148

1137

4312

PM

40

00

511

53

76

309

10

00

189

1436

4113

:00

60

01

210

5258

3210

10

10

173

1236

4214

:00

00

01

210

5259

37

12

10

00

174

1236

4315

:00

40

00

414

4241

297

11

00

143

1035

4216

:00

10

01

213

3773

325

10

00

165

1236

4217

:00

10

01

212

4662

165

00

00

145

1035

3918

:00

70

00

211

3442

115

00

00

112

835

3919

:00

10

00

011

2932

168

00

00

977

3642

20:0

00

00

33

818

285

31

00

069

535

3921

:00

10

00

15

1026

125

00

00

604

3743

22:0

00

00

00

84

177

10

00

037

336

4123

:00

00

00

03

76

40

00

00

201

3441

Tot

al37

10

931

191

582

795

394

119

91

10

2170

Per

cent

1.7%

0.0%

0.0%

0.4%

1.4%

8.8%

26.8

%36

.6%

18.2

%5.

5%0.

4%0.

0%0.

0%0.

0%A

MP

eak

10:0

009

:00

06:0

009

:00

08:0

010

:00

10:0

010

:00

11:0

000

:00

10:0

0

Vol

.4

11

217

4071

3610

117

7P

MP

eak

18:0

020

:00

12:0

015

:00

12:0

012

:00

14:0

014

:00

12:0

015

:00

13:0

012

:00

Vol

.7

35

1453

7637

121

11

189

Pag

e 11

Site

Cod

e: 3

333

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- W

est L

eg-

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Westbound

Sta

rt1

611

1621

2631

3641

4656

6166

71A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/07/

1 50

00

00

03

11

00

00

05

034

4101

:00

00

00

01

13

11

00

00

70

3744

02:0

00

00

00

04

02

00

00

06

033

4203

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00

00

01

106

20

00

00

191

3439

04:0

00

10

11

914

1311

70

00

057

435

4405

:00

00

00

110

4062

269

00

00

148

1136

4206

:00

40

00

413

9111

657

151

00

030

122

3642

07:0

021

00

05

29

121

263

121

250

00

0585

4237

4208

:00

70

12

725

103

174

118

34

00

00

471

3437

4309

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50

17

810

5165

4610

10

00

204

1536

4210

:00

20

00

512

4776

349

00

00

185

1336

4211

:00

40

02

325

4149

304

00

00

158

1135

4112

PM

30

02

815

4856

387

00

00

177

1336

4213

:00

10

01

311

3982

459

00

00

191

1437

4214

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20

00

524

65

7946

40

00

022

516

3641

15:0

05

00

08

33

6588

397

00

00

245

1835

4116

:00

15

00

16

1456

90

437

00

00

232

1736

4117

:00

120

00

214

5178

3111

00

00

199

1436

4118

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70

00

311

4065

325

00

00

163

1236

4119

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20

10

55

3747

178

00

00

122

936

4120

:00

00

02

310

2030

196

00

00

906

3643

21:0

02

00

00

123

1517

51

00

064

537

4322

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00

00

03

1019

50

00

00

373

3639

23:0

01

00

01

54

54

00

00

020

133

41T

otal

931

318

7828

198

414

8278

518

33

00

039

11P

erce

nt2.

4%0.

0%0.

1%0.

5%2.

0%7.

2%25

.2%

37.9

%20

.1%

4.7%

0.1%

0.0%

0.0%

0.0%

AM

Pea

k07

:00

04:0

008

:00

09:0

009

:00

07:0

007

:00

07:0

007

:00

08:0

006

:00

07:0

0

Vol

.21

11

78

2912

126

312

134

158

5P

MP

eak

16:0

019

:00

12:0

012

:00

15:0

014

:00

16:0

014

:00

17:0

021

:00

15:0

0

Vol

.15

12

833

6590

4611

124

5

Pag

e 12

Site

Cod

e: 3

333

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- W

est L

eg-

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Westbound

Sta

rt1

611

1621

2631

3641

4656

6166

71A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/08/

1 50

00

00

25

31

10

00

012

134

4101

:00

00

00

10

16

20

00

01

111

3741

02:0

00

00

00

12

20

00

00

05

033

3803

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00

00

14

74

30

00

00

191

3340

04:0

00

00

01

1318

1810

70

00

067

535

4305

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00

00

315

3546

268

10

00

134

1036

4206

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10

00

223

8814

763

120

00

033

624

3641

07:0

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00

14

9130

245

147

230

00

0563

4037

4208

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70

02

1122

9316

083

25

00

00

403

2937

4209

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10

00

210

5367

4614

00

00

193

1437

4310

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41

01

522

3850

407

10

00

169

1236

4211

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10

01

15

2047

4421

130

00

016

212

3442

12 P

M3

00

06

1937

6527

90

00

016

612

3642

13:0

04

00

02

22

5460

358

00

00

185

1335

4214

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50

01

520

5176

4111

00

00

210

1536

4215

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90

10

11

1669

88

3410

20

00

240

1735

4116

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50

01

220

4879

42

110

00

020

815

3642

17:0

016

00

01

1968

8534

80

00

023

116

3541

18:0

04

00

14

1655

4319

70

00

014

911

3440

19:0

03

00

00

425

4020

30

00

095

736

4220

:00

00

00

611

2228

186

10

00

927

3643

21:0

00

00

00

921

205

40

00

059

434

4022

:00

20

00

05

1014

50

00

00

363

3539

23:0

00

00

00

26

64

10

00

019

136

42T

otal

691

18

8230

498

313

9672

618

85

00

137

64P

erce

nt1.

8%0.

0%0.

0%0.

2%2.

2%8.

1%26

.1%

37.1

%19

.3%

5.0%

0.1%

0.0%

0.0%

0.0%

AM

Pea

k08

:00

10:0

008

:00

11:0

006

:00

07:0

007

:00

07:0

008

:00

05:0

001

:00

07:0

0

Vol

.7

12

1523

130

245

147

251

156

3P

MP

eak

17:0

015

:00

14:0

015

:00

13:0

015

:00

15:0

016

:00

14:0

015

:00

15:0

0

Vol

.16

11

1122

6988

4211

224

0

Pag

e 13

Site

Cod

e: 3

333

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- W

est L

eg-

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Westbound

Sta

rt1

611

1621

2631

3641

4656

6166

71A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/09/

1 50

00

00

06

40

10

00

011

134

3901

:00

00

00

00

04

31

00

00

81

4044

02:0

00

00

13

21

52

00

00

014

134

3903

:00

00

00

02

24

23

00

00

131

3848

04:0

01

00

01

616

1617

70

00

064

537

4405

:00

00

00

46

3362

286

10

00

140

1037

4206

:00

30

00

122

105

126

5913

00

00

329

2436

4107

:00

90

00

322

94282

122

23

00

00

555

4037

4208

:00

20

05

10

26

9013

979

172

00

037

026

3642

09:0

01

01

22

1258

6931

50

00

018

113

3641

10:0

02

00

14

1240

3922

70

00

012

79

3542

11:0

04

01

15

2055

5133

71

00

017

813

3542

12 P

M5

00

02

19

5861

2813

10

00

187

1335

4213

:00

70

01

10

1666

7327

81

00

020

915

3540

14:0

07

00

03

1959

8143

70

00

021

916

3641

15:0

08

00

17

1975

96

48

90

00

0263

1936

4116

:00

10

00

12

1665

7039

90

00

021

215

3542

17:0

09

00

07

1841

7133

110

00

019

014

3642

18:0

04

00

05

1450

6626

80

00

017

312

3641

19:0

06

00

02

527

4917

40

00

011

08

3641

20:0

02

00

23

1035

388

30

00

010

17

3439

21:0

00

00

01

627

149

20

00

059

434

4122

:00

00

01

04

1318

62

00

00

443

3641

23:0

00

00

10

47

76

10

00

026

235

42T

otal

800

217

7528

010

2314

4568

816

76

00

037

83P

erce

nt2.

1%0.

0%0.

1%0.

4%2.

0%7.

4%27

.0%

38.2

%18

.2%

4.4%

0.2%

0.0%

0.0%

0.0%

AM

Pea

k07

:00

09:0

008

:00

08:0

008

:00

06:0

007

:00

07:0

007

:00

08:0

007

:00

Vol

.9

15

1026

105

282

122

232

555

PM

Pea

k16

:00

20:0

013

:00

12:0

015

:00

15:0

015

:00

12:0

012

:00

15:0

0

Vol

.10

210

1975

9648

131

263

Pag

e 14

Site

Cod

e: 3

333

Sta

tion

ID:

Ste

war

t Ave

@ O

ld S

tage

Rd

Ste

war

t Ave

- W

est L

eg-

Spe

ed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Westbound

Sta

rt1

611

1621

2631

3641

4656

6166

71A

vera

ge50

th85

thT

ime

510

1520

2530

3540

4555

6065

7099

99T

otal

Mea

nP

erce

ntP

erce

nt12

/10/

1 50

00

02

15

52

00

00

015

134

3901

:00

00

00

11

15

10

00

00

91

3639

02:0

00

00

03

46

32

00

00

018

131

3803

:00

00

00

03

66

22

00

00

191

3542

04:0

00

00

01

511

1610

40

00

047

337

4305

:00

00

00

012

3764

279

10

00

150

1137

4206

:00

20

00

024

100

129

6212

00

00

329

2436

4107

:00

60

00

122

134

257

143

24

10

00

588

4237

4208

:00

40

04

414

9212

610

624

00

00

374

2737

4309

:00

70

13

515

4675

3811

00

00

201

1436

4210

:00

10

01

616

4848

237

00

00

150

1135

4111

:00

50

00

10

25

5563

379

00

00

204

1535

4212

PM

40

01

315

63

7729

80

00

020

014

3541

13:0

03

00

25

1353

6442

101

00

019

314

3642

14:0

02

00

14

1454

7340

11

00

00

199

1436

4215

:00

90

00

422

60102

47

111

00

0256

1836

4216

:00

12

00

25

1663

102

407

00

00

247

1836

4117

:00

90

02

221

5780

449

00

00

224

1636

4218

:00

50

00

214

4773

329

10

00

183

1336

4219

:00

20

00

18

3062

147

00

00

124

936

4020

:00

10

01

35

3732

139

00

00

101

735

4221

:00

10

00

111

1821

81

00

00

614

3439

22:0

01

00

02

515

156

30

00

047

335

4123

:00

00

00

01

66

31

10

00

181

3643

Tot

al74

01

1765

287

1044

1504

771

188

60

00

3957

Per

cent

1.9%

0.0%

0.0%

0.4%

1.6%

7.3%

26.4

%38

.0%

19.5

%4.

8%0.

2%0.

0%0.

0%0.

0%A

MP

eak

09:0

009

:00

08:0

011

:00

11:0

007

:00

07:0

007

:00

07:0

005

:00

07:0

0

Vol

.7

14

1025

134

257

143

241

588

PM

Pea

k16

:00

13:0

013

:00

15:0

012

:00

15:0

015

:00

14:0

013

:00

15:0

0

Vol

.12

25

2263

102

4711

125

6T

otal

463

312

9445

017

9263

3390

9747

0612

1442

31

124

211

Per

cent

1.9%

0.0%

0.0%

0.4%

1.9%

7.4%

26.2

%37

.6%

19.4

%5.

0%0.

2%0.

0%0.

0%0.

0%15

th P

erce

ntile

: 30

MP

H50

th P

erce

ntile

: 36

MP

H85

th P

erce

ntile

: 42

MP

H95

th P

erce

ntile

: 45

MP

H

Sta

ts10

MP

H P

ace

Spe

ed :

31-4

0 M

PH

Num

ber

in P

ace

: 15

430

Per

cent

in P

ace

: 63

.7%

Num

ber

of V

ehic

les

> 2

5 M

PH

: 23

189

Per

cent

of V

ehic

les

> 2

5 M

PH

: 95

.8%

Mea

n S

peed

(Ave

rage

) :

37 M

PH

Pag

e 1

S

ite C

ode:

111

1S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

ge R

dO

ld S

tage

Rd

- S

peed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Nor

thbo

und

Sta

rt1

611

1621

2631

3641

4656

6166

71

Ave

rage

50th

85th

Tim

e5

1015

2025

3035

4045

5560

6570

9999

Tot

alM

ean

Per

cent

Per

cent

12/0

4/1 5

00

02

42

00

00

00

00

81

2227

01:0

00

00

03

10

00

00

00

04

023

2702

:00

00

00

20

00

00

00

00

20

2224

03:0

00

00

17

10

00

00

00

09

122

2404

:00

10

05

88

10

00

00

00

232

2328

05:0

02

10

423

210

00

00

00

051

424

2806

:00

40

312

6122

10

00

00

00

103

722

2607

:00

10

08

33

98

415

00

00

00

0195

1422

2708

:00

40

010

5060

11

00

00

00

013

510

2529

09:0

01

02

936

395

00

00

00

092

724

2810

:00

30

17

4434

70

00

00

00

967

2428

11:0

05

01

447

385

00

00

00

010

07

2428

12 P

M2

01

850

36

20

00

00

00

997

2328

13:0

03

01

647

357

00

00

00

099

724

2814

:00

40

322

5232

30

00

00

00

116

822

2715

:00

91

10

30

5431

20

00

00

00

137

1021

2716

:00

50

021

80

200

00

00

00

012

69

2225

17:0

014

06

2755

160

00

00

00

011

88

2124

18:0

00

03

1961

100

00

00

00

093

722

2419

:00

00

214

3415

10

00

00

00

665

2227

20:0

00

13

632

82

00

00

00

052

422

2621

:00

20

15

3513

10

00

00

00

574

2227

22:0

02

01

517

101

00

00

00

036

322

2723

:00

10

01

105

00

00

00

00

171

2327

Tot

al72

346

251

910

498

540

00

00

00

1834

P

erce

nt3.

9%0.

2%2.

5%13

.7%

49.6

%27

.2%

2.9%

0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k07

:00

05:0

007

:00

07:0

007

:00

08:0

008

:00

07

:00

Vol

.10

18

3398

6011

19

5

PM

Pea

k17

:00

15:0

015

:00

15:0

016

:00

12:0

013

:00

15

:00

Vol

.14

110

3080

367

13

7

Pag

e 2

S

ite C

ode:

111

1S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

ge R

dO

ld S

tage

Rd

- S

peed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Nor

thbo

und

Sta

rt1

611

1621

2631

3641

4656

6166

71

Ave

rage

50th

85th

Tim

e5

1015

2025

3035

4045

5560

6570

9999

Tot

alM

ean

Per

cent

Per

cent

12/0

5/1 5

00

03

42

00

00

00

00

91

2126

01:0

00

00

01

40

00

00

00

05

026

2902

:00

00

00

10

00

00

00

00

10

2224

03:0

00

00

05

20

00

00

00

07

023

2704

:00

10

00

43

10

00

00

00

91

2429

05:0

00

00

311

30

00

00

00

017

122

2506

:00

00

13

1414

10

00

00

00

332

2428

07:0

04

00

823

161

00

00

00

052

423

2708

:00

00

08

3711

10

00

00

00

574

2226

09:0

02

00

339

23

00

00

00

00

675

2327

10:0

05

01

1235

140

00

00

00

067

522

2611

:00

00

520

47

182

00

00

00

092

722

2612

PM

40

19

4527

20

00

00

00

886

2327

13:0

05

02

1039

231

00

00

00

080

622

2714

:00

20

212

5217

10

00

00

00

866

2226

15:0

04

02

19

4323

00

00

00

00

916

2227

16:0

02

01

1663

220

00

00

00

0104

722

2617

:00

20

214

4616

00

00

00

00

806

2226

18:0

04

02

1848

121

00

00

00

085

621

2519

:00

50

18

2511

20

00

00

00

524

2227

20:0

01

01

736

62

00

00

00

053

422

2521

:00

00

39

196

10

00

00

00

383

2126

22:0

02

01

510

31

00

00

00

022

221

2623

:00

10

02

154

00

00

00

00

222

2225

Tot

al44

025

189

662

280

170

00

00

00

1217

P

erce

nt3.

6%0.

0%2.

1%15

.5%

54.4

%23

.0%

1.4%

0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k10

:00

11

:00

11:0

011

:00

09:0

011

:00

11

:00

Vol

.5

5

2047

232

92

P

MP

eak

13:0

0

21:0

015

:00

16:0

012

:00

12:0

0

16:0

0

Vol

.5

3

1963

272

10

4

Pag

e 3

S

ite C

ode:

111

1S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

ge R

dO

ld S

tage

Rd

- S

peed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Nor

thbo

und

Sta

rt1

611

1621

2631

3641

4656

6166

71

Ave

rage

50th

85th

Tim

e5

1015

2025

3035

4045

5560

6570

9999

Tot

alM

ean

Per

cent

Per

cent

12/0

6/1 5

00

02

103

01

00

00

00

161

2327

01:0

00

00

15

20

00

00

00

08

123

2702

:00

00

00

22

00

00

00

00

40

2428

03:0

00

00

24

31

00

00

00

010

123

2904

:00

10

01

42

00

00

00

00

81

2227

05:0

01

00

11

10

00

00

00

04

020

2706

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00

01

56

10

00

00

00

131

2529

07:0

00

00

414

131

00

00

00

032

224

2808

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01

26

2616

00

00

00

00

514

2327

09:0

01

01

634

151

00

00

00

058

423

2710

:00

50

312

44

20

00

00

00

00

84

622

2611

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20

218

4414

10

00

00

00

816

2226

12 P

M2

06

22

52

172

00

00

00

0101

721

2613

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41

316

4520

10

00

00

00

906

2226

14:0

03

04

1445

142

00

00

00

082

622

2615

:00

90

215

3312

10

00

00

00

725

2125

16:0

01

02

1044

160

00

00

00

073

522

2617

:00

00

312

3110

10

00

00

00

574

2226

18:0

00

02

629

103

00

00

00

050

422

2719

:00

40

36

2110

00

00

00

00

443

2226

20:0

00

01

718

60

00

00

00

032

222

2621

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20

03

1010

00

00

00

00

252

2328

22:0

00

00

112

40

00

00

00

017

123

2623

:00

10

03

64

10

00

00

00

151

2228

Tot

al36

234

169

539

230

161

00

00

00

1027

P

erce

nt3.

5%0.

2%3.

3%16

.5%

52.5

%22

.4%

1.6%

0.1%

0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k10

:00

08:0

010

:00

11:0

010

:00

10:0

003

:00

00:0

0

10

:00

Vol

.5

13

1844

201

1

84

P

MP

eak

15:0

013

:00

12:0

012

:00

12:0

013

:00

18:0

0

12:0

0

Vol

.9

16

2252

203

10

1

Pag

e 4

S

ite C

ode:

111

1S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

ge R

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ld S

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peed

Wal

lace

Mo

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om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

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alle

y, M

D 2

1030

41

0-4

94

-90

93

Nor

thbo

und

Sta

rt1

611

1621

2631

3641

4656

6166

71

Ave

rage

50th

85th

Tim

e5

1015

2025

3035

4045

5560

6570

9999

Tot

alM

ean

Per

cent

Per

cent

12/0

7/1 5

00

00

12

00

00

00

00

30

2628

01:0

00

00

10

20

00

00

00

03

026

2802

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00

00

00

00

00

00

00

00

**

03:0

00

00

09

10

00

00

00

010

122

2404

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00

02

67

00

00

00

00

151

2428

05:0

02

00

132

172

00

00

00

054

423

2806

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20

210

6524

20

00

00

00

105

822

2707

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61

10

37

121

432

00

00

00

0220

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2608

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13

36

2011

254

30

00

00

00

211

1522

2709

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50

112

4726

10

00

00

00

927

2227

10:0

02

01

431

315

00

00

00

074

524

2911

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30

14

3835

20

00

00

00

836

2428

12 P

M3

00

625

47

51

00

00

00

876

2629

13:0

03

00

144

344

00

00

00

086

624

2814

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71

39

3845

60

00

00

00

109

824

2815

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30

113

4543

60

00

00

00

111

824

2816

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10

03

1563

352

10

00

00

0129

922

2717

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90

224

5418

10

00

00

00

108

821

2518

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60

27

4215

00

00

00

00

725

2226

19:0

03

00

339

150

00

00

00

060

423

2720

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10

27

199

00

00

00

00

383

2226

21:0

00

00

018

143

00

00

00

035

224

2922

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10

01

710

10

00

00

00

201

2529

23:0

01

00

16

11

00

00

00

010

122

27T

otal

805

3417

886

252

846

20

00

00

017

35

Per

cent

4.6%

0.3%

2.0%

10.3

%49

.7%

30.4

%2.

7%0.

1%0.

0%0.

0%0.

0%0.

0%0.

0%0.

0%

A

MP

eak

08:0

008

:00

07:0

007

:00

07:0

008

:00

10:0

0

07:0

0

Vol

.13

310

3712

154

5

220

P

MP

eak

16:0

014

:00

14:0

017

:00

16:0

012

:00

14:0

012

:00

16:0

0

Vol

.10

13

2463

476

1

12

9

Pag

e 5

S

ite C

ode:

111

1S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

ge R

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ld S

tage

Rd

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peed

Wal

lace

Mo

ntg

om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Nor

thbo

und

Sta

rt1

611

1621

2631

3641

4656

6166

71

Ave

rage

50th

85th

Tim

e5

1015

2025

3035

4045

5560

6570

9999

Tot

alM

ean

Per

cent

Per

cent

12/0

8/1 5

10

02

41

10

00

00

00

91

2128

01:0

00

00

21

20

00

00

00

05

022

2802

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00

10

10

00

00

00

00

20

1423

03:0

00

00

15

30

00

00

00

09

123

2704

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00

02

125

20

00

00

00

212

2328

05:0

03

00

323

231

00

00

00

053

424

2806

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40

210

7636

30

00

00

00

131

923

2707

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41

830

114

482

00

00

00

0207

1522

2608

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80

425

7849

30

00

00

00

167

1222

2709

:00

01

08

3642

10

00

00

00

886

2428

10:0

00

00

835

211

00

00

00

065

523

2711

:00

10

012

3415

00

00

00

00

624

2226

12 P

M4

00

941

27

20

00

00

00

836

2328

13:0

02

02

1942

201

00

00

00

086

622

2714

:00

60

317

5622

40

00

00

00

108

822

2715

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21

115

68

262

00

00

00

0115

822

2716

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50

340

4817

00

00

00

00

113

820

2517

:00

12

02

1656

231

00

00

00

011

08

2226

18:0

01

01

1751

183

00

00

00

091

622

2719

:00

30

35

2712

40

00

00

00

544

2228

20:0

01

00

723

92

00

00

00

042

322

2721

:00

20

01

2210

00

00

00

00

352

2327

22:0

02

02

29

71

00

00

00

023

223

2823

:00

00

00

51

00

00

00

00

60

2225

Tot

al61

332

251

867

437

340

00

00

00

1685

P

erce

nt3.

6%0.

2%1.

9%14

.9%

51.5

%25

.9%

2.0%

0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k08

:00

07:0

007

:00

07:0

007

:00

08:0

006

:00

07

:00

Vol

.8

18

3011

449

3

207

P

MP

eak

17:0

015

:00

14:0

016

:00

15:0

012

:00

14:0

0

15:0

0

Vol

.12

13

4068

274

11

5

Pag

e 6

S

ite C

ode:

111

1S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

ge R

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ld S

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Rd

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peed

Wal

lace

Mo

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om

ery

1015

0 Y

ork

Roa

d -

Sui

te 2

00H

unt V

alle

y, M

D 2

1030

41

0-4

94

-90

93

Nor

thbo

und

Sta

rt1

611

1621

2631

3641

4656

6166

71

Ave

rage

50th

85th

Tim

e5

1015

2025

3035

4045

5560

6570

9999

Tot

alM

ean

Per

cent

Per

cent

12/0

9/1 5

00

01

20

00

00

00

00

30

2123

01:0

00

00

01

00

00

00

00

01

022

2402

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10

01

21

00

00

00

00

50

2126

03:0

00

00

05

30

00

00

00

08

123

2804

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00

13

910

10

00

00

00

242

2428

05:0

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00

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00

00

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424

2806

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20

210

6433

20

00

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113

823

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90

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104

44

60

00

00

00

202

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2708

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70

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20

00

00

00

173

1222

2609

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20

06

4927

10

00

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00

856

2327

10:0

02

01

1231

161

00

00

00

063

422

2711

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20

120

5313

10

00

00

00

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2225

12 P

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11

852

251

00

00

00

095

722

2713

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30

113

4525

20

00

00

00

896

2327

14:0

04

01

850

355

00

00

00

010

37

2328

15:0

04

02

1077

37

70

00

00

00

137

1023

2816

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20

013

6134

30

00

00

00

113

823

2717

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90

011

5225

20

00

00

00

997

2227

18:0

04

02

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342

20

00

00

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624

2819

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10

06

2921

31

00

00

00

614

2428

20:0

03

02

230

193

00

00

00

059

423

2821

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00

01

1313

00

00

00

00

272

2428

22:0

01

00

08

120

00

00

00

021

225

2823

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00

03

91

20

00

00

00

151

2228

Tot

al64

123

211

889

484

463

00

00

00

1721

P

erce

nt3.

7%0.

1%1.

3%12

.3%

51.7

%28

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2.7%

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0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

AM

Pea

k07

:00

07

:00

08:0

007

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07:0

007

:00

07

:00

Vol

.9

5

4210

444

6

202

P

MP

eak

17:0

012

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15:0

013

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15:0

015

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15:0

0

Vol

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12

1377

377

2

13

7

Pag

e 7

S

ite C

ode:

111

1S

tatio

n ID

: S

tew

art A

ve @

Old

Sta

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peed

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lace

Mo

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om

ery

1015

0 Y

ork

Roa

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94

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1621

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71

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50th

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2025

3035

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Tot

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Per

cent

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cent

12/1

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00

02

31

00

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00

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60

2125

01:0

01

01

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20

00

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122

2702

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00

11

13

00

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2428

03:0

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20

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01

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30

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2530

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281

00

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5942

10

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117

823

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124

353

00

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31

213

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40

00

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153

1124

2809

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20

18

3343

50

00

00

00

927

2528

10:0

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230

00

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2711

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30

08

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40

00

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12 P

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01

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33

30

00

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112

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2713

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110

3831

60

00

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896

2428

14:0

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11

1655

231

00

00

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010

47

2226

15:0

05

04

27

77

222

00

00

00

0137

1022

2516

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60

418

7620

10

00

00

00

125

922

2517

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60

320

6521

10

00

00

00

116

822

2618

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20

313

5922

10

00

00

00

100

722

2619

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40

14

3813

20

00

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00

624

2227

20:0

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01

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72

10

00

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047

322

2721

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00

06

149

10

00

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302

2328

22:0

00

00

515

92

00

00

00

031

223

2823

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10

00

61

00

00

00

00

81

2224

Tot

al62

733

235

953

482

431

00

00

00

1816

P

erce

nt3.

4%0.

4%1.

8%12

.9%

52.5

%26

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2.4%

0.1%

0.0%

0.0%

0.0%

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AM

Pea

k07

:00

07:0

007

:00

07:0

007

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08:0

009

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07

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Vol

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57

4112

462

5

223

P

MP

eak

14:0

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15:0

015

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0

Vol

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14

2777

336

1

13

7

Pag

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S

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ode:

111

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tatio

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: S

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94

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1621

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50th

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3035

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Tot

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cent

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cent

12/1

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00

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12

00

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2628

01:0

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10:0

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00

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02

02

411

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00

00

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00

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00

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16:0

00

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00

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Tot

al16

13

3014

373

30

00

00

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269

P

erce

nt5.

9%0.

4%1.

1%11

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53.2

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AM

Pea

k07

:00

07:0

006

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06:0

006

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06:0

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06

:00

Vol

.8

12

1262

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10

9

PM

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k

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1458

2530

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97

00

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1130

4

Per

cent

3.8%

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15

th P

erce

ntile

: 18

MP

H50

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: 22

MP

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th P

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MP

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S

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PH

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ber

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nt o

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s >

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29.0

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ean

Spe

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: 23

MP

H

Pag

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S

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111

1S

tatio

n ID

: S

tew

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Ave

rage

50th

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1015

2025

3035

4045

5560

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9999

Tot

alM

ean

Per

cent

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cent

12/0

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02

55

00

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141

2227

01:0

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31

00

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122

2706

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206

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121

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114

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071

522

2610

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221

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00

00

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00

413

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Tot

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33

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512

1633

118

10

00

00

019

49

Per

cent

5.8%

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A

MP

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07:0

005

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06:0

010

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0

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0

Vol

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12

1263

204

91

P

MP

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15:0

012

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17:0

016

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17:0

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Vol

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14

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41

298

Pag

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93

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71

Ave

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50th

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Tot

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Per

cent

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cent

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00

02

73

00

00

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121

2227

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00

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00

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322

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770

2324

910

3129

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00

00

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90

Per

cent

4.6%

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A

MP

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11:0

0

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011

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11:0

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0

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Vol

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3

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14

0

PM

Pea

k13

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20

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12:0

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Vol

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4

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15

1

Pag

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Ave

rage

50th

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Per

cent

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cent

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00

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81

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121

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58

20

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Per

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A

MP

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08:0

0

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13:0

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AM

Pea

k07

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AM

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k08

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Vol

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Per

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e5

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3035

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ean

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cent

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cent

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11

72

00

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04

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00

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135

00

00

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191

2327

Tot

al12

63

3424

912

4538

317

00

00

00

020

57

Per

cent

6.1%

0.1%

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2357

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00

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8

Per

cent

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%1.

7%1.

7%19

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%16

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0.8%

0.0%

0.0%

0.0%

0.0%

0.0%

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k06

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erce

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5%0.

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%17

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0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

0.0%

15th

Per

cent

ile :

17 M

PH

50th

Per

cent

ile :

22 M

PH

85th

Per

cent

ile :

25 M

PH

95th

Per

cent

ile :

28 M

PH

Sta

ts10

MP

H P

ace

Spe

ed :

21-3

0 M

PH

Num

ber

in P

ace

: 10

104

Per

cent

in P

ace

: 78

.5%

Num

ber

of V

ehic

les

> 2

5 M

PH

: 23

81P

erce

nt o

f Veh

icle

s >

25

MP

H :

18.5

%M

ean

Spe

ed(A

vera

ge)

: 22

MP

H

Intersection Study


Page 123

Appendix E

Proposed Capacity and Operational Analyses

All-Way Stop Controlwith Eastbound Right-Turn Lane

ALL-WAY STOP CONTROL ANALYSISGeneral Information Site Information

Analyst JO Agency/Co. Wallace Montgomery Date Performed 1/14/2016 Analysis Time Period AM

Intersection Stewart Avenue at Old Stage Rd Jurisdiction Anne Arundle Analysis Year 2025

Project ID Stewart Ave/Old Stage Rd Intersection Study East/West Street: Stewart Avenue North/South Street: Old Stage Road

Volume Adjustments and Site CharacteristicsApproach Eastbound WestboundMovement L T R L T R

Volume (veh/h) 70 85 84 12 445 0 %Thrus Left Lane

Approach Northbound SouthboundMovement L T R L T R


Eastbound Westbound Northbound Southbound

L1 L2 L1 L2 L1 L2 L1 L2

Configuration T R LT LR PHF 1.00 1.00 1.00 1.00 Flow Rate (veh/h) 85 84 457 234 % Heavy Vehicles 0 0 0 0 No. Lanes 2 1 1 0 Geometry Group 5 3a 1 Duration, T 0.25 Saturation Headway Adjustment WorksheetProp. Left-Turns 0.0 0.0 0.0 0.9 Prop. Right-Turns 0.0 1.0 0.0 0.1 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.6 -0.6 -0.6 -0.6hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.7 0.0 0.1 Departure Headway and Service Timehd, initial value (s) 3.20 3.20 3.20 3.20 x, initial 0.08 0.07 0.41 0.21 hd, final value (s) 5.72 5.01 4.96 5.57 x, final value 0.14 0.12 0.63 0.36 Move-up time, m (s) 2.3 2.0 2.0 Service Time, ts (s) 3.4 2.7 3.0 3.6 Capacity and Level of Service


L1 L2 L1 L2 L1 L2 L1 L2

Capacity (veh/h) 335 334 707 484 Delay (s/veh) 9.31 8.37 15.99 11.70 LOS A A C B Approach: Delay (s/veh) 8.84 15.99 11.70

LOS A C B Intersection Delay (s/veh) 13.42 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/28/2016 9:44 AM

Page 1 of 1All-Way Stop Control

1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2k4A59.tmp



Intersection Stewart Avenue at Old Stage Rd Jurisdiction Anne Arundel Analysis Year 2025







L1 L2 L1 L2 L1 L2 L1 L2

Configuration T R LT LR PHF 1.00 1.00 1.00 1.00 Flow Rate (veh/h) 247 321 142 134 % Heavy Vehicles 0 0 0 0 No. Lanes 2 1 1 0 Geometry Group 5 3a 1 Duration, T 0.25 Saturation Headway Adjustment WorksheetProp. Left-Turns 0.0 0.0 0.2 0.9 Prop. Right-Turns 0.0 1.0 0.0 0.1 Prop. Heavy Vehicle 0.0 0.0 0.0 0.0 hLT-adj 0.5 0.5 0.2 0.2 0.2 0.2 hRT-adj -0.7 -0.7 -0.6 -0.6 -0.6 -0.6hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed 0.0 -0.7 0.0 0.1 Departure Headway and Service Timehd, initial value (s) 3.20 3.20 3.20 3.20 x, initial 0.22 0.29 0.13 0.12 hd, final value (s) 5.03 4.33 4.98 5.42 x, final value 0.35 0.39 0.20 0.20 Move-up time, m (s) 2.3 2.0 2.0 Service Time, ts (s) 2.7 2.0 3.0 3.4 Capacity and Level of Service


L1 L2 L1 L2 L1 L2 L1 L2

Capacity (veh/h) 497 571 392 384 Delay (s/veh) 10.36 9.72 9.19 9.79 LOS B A A A Approach: Delay (s/veh) 10.00 9.19 9.79

LOS A A A Intersection Delay (s/veh) 9.83 Intersection LOS A Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/28/2016 9:49 AM



All-Way Stop Controlwithout Eastbound Right-Turn Lane



Intersection Stewart Avenue at Old Stage Rd Jurisdiction Anne Arundel Analysis Year 2025







L1 L2 L1 L2 L1 L2 L1 L2

Configuration TR LT LR PHF 1.00 1.00 1.00 Flow Rate (veh/h) 169 457 234 % Heavy Vehicles 0 0 0 No. Lanes 1 1 1 0 Geometry Group 1 1 1 Duration, T 0.25 Saturation Headway Adjustment WorksheetProp. Left-Turns 0.0 0.0 0.9 Prop. Right-Turns 0.5 0.0 0.1 Prop. Heavy Vehicle 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -0.3 0.0 0.1 Departure Headway and Service Timehd, initial value (s) 3.20 3.20 3.20 x, initial 0.15 0.41 0.21 hd, final value (s) 4.92 4.84 5.57 x, final value 0.23 0.61 0.36 Move-up time, m (s) 2.0 2.0 2.0 Service Time, ts (s) 2.9 2.8 3.6 Capacity and Level of Service


L1 L2 L1 L2 L1 L2 L1 L2

Capacity (veh/h) 419 707 484 Delay (s/veh) 9.38 15.26 11.71 LOS A C B Approach: Delay (s/veh) 9.38 15.26 11.71 LOS A C B

Intersection Delay (s/veh) 13.14 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/28/2016 9:48 AM


1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2k8E0E.tmp



Intersection Stewart Avenue at Old Stage Rd Jurisdiction Anne Arundle Analysis Year 2025







L1 L2 L1 L2 L1 L2 L1 L2

Configuration TR LT LR PHF 1.00 1.00 1.00 Flow Rate (veh/h) 568 142 134 % Heavy Vehicles 0 0 0 No. Lanes 1 1 1 0 Geometry Group 1 1 1 Duration, T 0.25 Saturation Headway Adjustment WorksheetProp. Left-Turns 0.0 0.2 0.9 Prop. Right-Turns 0.6 0.0 0.1 Prop. Heavy Vehicle 0.0 0.0 0.0 hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 hadj, computed -0.3 0.0 0.1 Departure Headway and Service Timehd, initial value (s) 3.20 3.20 3.20 x, initial 0.50 0.13 0.12 hd, final value (s) 4.14 4.95 5.56 x, final value 0.65 0.20 0.21 Move-up time, m (s) 2.0 2.0 2.0 Service Time, ts (s) 2.1 3.0 3.6 Capacity and Level of Service


L1 L2 L1 L2 L1 L2 L1 L2

Capacity (veh/h) 818 392 384 Delay (s/veh) 14.61 9.15 10.00 LOS B A A Approach: Delay (s/veh) 14.61 9.15 10.00 LOS B A A

Intersection Delay (s/veh) 12.96 Intersection LOS B Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/28/2016 9:50 AM


1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2k542D.tmp

INTERSECTION SUMMARYSite: Stewart Avenue and Old Stage Road - AM Roundabout Installation

New SiteRoundabout

Intersection Performance - Hourly Values

Performance Measure Vehicles PersonsTravel Speed (Average) 23.5 mph 23.5 mphTravel Distance (Total) 588.4 veh-mi/h 706.1 pers-mi/hTravel Time (Total) 25.1 veh-h/h 30.1 pers-h/h

Demand Flows (Total) 935 veh/h 1122 pers/hPercent Heavy Vehicles (Demand) 1.0 %Degree of Saturation 0.463Practical Spare Capacity 83.6 %Effective Intersection Capacity 2019 veh/h

Control Delay (Total) 1.70 veh-h/h 2.04 pers-h/hControl Delay (Average) 6.6 sec 6.6 secControl Delay (Worst Lane) 8.5 secControl Delay (Worst Movement) 8.5 sec 8.5 secGeometric Delay (Average) 0.0 secStop-Line Delay (Average) 6.6 secIdling Time (Average) 4.5 secIntersection Level of Service (LOS) LOS A

95% Back of Queue - Vehicles (Worst Lane) 2.9 veh95% Back of Queue - Distance (Worst Lane) 73.1 ftQueue Storage Ratio (Worst Lane) 0.06Total Effective Stops 243 veh/h 291 pers/hEffective Stop Rate 0.26 per veh 0.26 per persProportion Queued 0.38 0.38Performance Index 34.0 34.0

Cost (Total) 283.59 $/h 283.59 $/hFuel Consumption (Total) 18.9 gal/hCarbon Dioxide (Total) 169.0 kg/hHydrocarbons (Total) 0.012 kg/hCarbon Monoxide (Total) 0.079 kg/hNOx (Total) 0.095 kg/h

Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control.Intersection LOS value for Vehicles is based on average delay for all vehicle movements.Roundabout Capacity Model: US HCM 2010.HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies.

Intersection Performance - Annual Values

Performance Measure Vehicles PersonsDemand Flows (Total) 448,696 veh/y 538,435 pers/yDelay 816 veh-h/y 980 pers-h/yEffective Stops 116,469 veh/y 139,763 pers/yTravel Distance 282,454 veh-mi/y 338,945 pers-mi/yTravel Time 12,040 veh-h/y 14,447 pers-h/y

Cost 136,124 $/y 136,124 $/yFuel Consumption 9,088 gal/yCarbon Dioxide 81,098 kg/yHydrocarbons 6 kg/yCarbon Monoxide 38 kg/yNOx 45 kg/y

SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: WALLACE MONTGOMERY & ASSOCIATES LLP | Processed: Friday, January 22, 2016 4:37:14 PMProject: M:\PROJ\211009.0009\Traffic\Analysis\Sidra\2025 Stewart AM.sip6

DELAY (CONTROL)Average control delay per vehicle, or average pedestrian delay (seconds)

Site: Stewart Avenue and Old Stage Road - AM Roundabout InstallationNew SiteRoundabout

All Movement Classes

South East West Intersection4.7 8.5 3.8 6.6

LOS A A A A

Colour code based on Level of Service

LOS A LOS B LOS C LOS D LOS E LOS F ContinuousLevel of Service Method: Delay & v/c (HCM 2010)LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection).Roundabout Level of Service Method: Same as Sign ControlHCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies.

SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: WALLACE MONTGOMERY & ASSOCIATES LLP | Processed: Friday, January 22, 2016 4:37:14 PMProject: M:\PROJ\211009.0009\Traffic\Analysis\Sidra\2025 Stewart AM.sip6

INTERSECTION SUMMARYSite: Stewart Avenue and Old Stage Road - PM Roundabout Installation

New SiteRoundabout

Intersection Performance - Hourly ValuesPerformance Measure Vehicles PersonsTravel Speed (Average) 23.4 mph 23.4 mphTravel Distance (Total) 573.3 veh-mi/h 688.0 pers-mi/hTravel Time (Total) 24.5 veh-h/h 29.4 pers-h/h

Demand Flows (Total) 917 veh/h 1101 pers/hPercent Heavy Vehicles (Demand) 1.0 %Degree of Saturation 0.472Practical Spare Capacity 80.1 %Effective Intersection Capacity 1944 veh/h

Control Delay (Total) 1.66 veh-h/h 1.99 pers-h/hControl Delay (Average) 6.5 sec 6.5 secControl Delay (Worst Lane) 7.5 secControl Delay (Worst Movement) 7.5 sec 7.5 secGeometric Delay (Average) 0.0 secStop-Line Delay (Average) 6.5 secIdling Time (Average) 5.3 secIntersection Level of Service (LOS) LOS A

95% Back of Queue - Vehicles (Worst Lane) 3.5 veh95% Back of Queue - Distance (Worst Lane) 88.3 ftQueue Storage Ratio (Worst Lane) 0.07Total Effective Stops 116 veh/h 139 pers/hEffective Stop Rate 0.13 per veh 0.13 per persProportion Queued 0.26 0.26Performance Index 32.8 32.8

Cost (Total) 239.42 $/h 239.42 $/hFuel Consumption (Total) 18.3 gal/hCarbon Dioxide (Total) 163.2 kg/hHydrocarbons (Total) 0.011 kg/hCarbon Monoxide (Total) 0.076 kg/hNOx (Total) 0.090 kg/h

Level of Service (LOS) Method: Delay & v/c (HCM 2010). Roundabout LOS Method: Same as Sign Control.Intersection LOS value for Vehicles is based on average delay for all vehicle movements.Roundabout Capacity Model: US HCM 2010.HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies.

Intersection Performance - Annual ValuesPerformance Measure Vehicles PersonsDemand Flows (Total) 440,348 veh/y 528,417 pers/yDelay 797 veh-h/y 957 pers-h/yEffective Stops 55,602 veh/y 66,722 pers/yTravel Distance 275,184 veh-mi/y 330,221 pers-mi/yTravel Time 11,778 veh-h/y 14,133 pers-h/y

Cost 114,920 $/y 114,920 $/yFuel Consumption 8,777 gal/yCarbon Dioxide 78,328 kg/yHydrocarbons 5 kg/yCarbon Monoxide 36 kg/yNOx 43 kg/y

SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: WALLACE MONTGOMERY & ASSOCIATES LLP | Processed: Friday, January 22, 2016 4:34:00 PMProject: M:\PROJ\211009.0009\Traffic\Analysis\Sidra\2025 Stewart PM.sip6

DELAY (CONTROL)Average control delay per vehicle, or average pedestrian delay (seconds)

Site: Stewart Avenue and Old Stage Road - PM Roundabout InstallationNew SiteRoundabout

All Movement Classes

South East West Intersection4.7 4.1 7.5 6.5

LOS A A A A

Colour code based on Level of Service

LOS A LOS B LOS C LOS D LOS E LOS F ContinuousLevel of Service Method: Delay & v/c (HCM 2010)LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection).Roundabout Level of Service Method: Same as Sign ControlHCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies.

SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: WALLACE MONTGOMERY & ASSOCIATES LLP | Processed: Friday, January 22, 2016 4:34:00 PMProject: M:\PROJ\211009.0009\Traffic\Analysis\Sidra\2025 Stewart PM.sip6

Intersection Study


Page 146

Appendix F

All-Way Stop Control Warrant Analysis

All

Way

Sto

p C

on

tro

l An

alys

is

Lo

cati

on

:S

tew

art A

venu

e &

Old

Sta

ge R

oad

C

ou

nty

:

Dat

e:12

/3/2

015

Thu

rsda

y

To

wn

:

Rec

ord

er:

NS

T/W

TH

W

eath

er:

Inte

rval

(d

d)

:15

(In

Min

utes

)

Dec

emb

er 2

015

An

alys

is V

olu

me

Tot

alH

OU

RG

RA

ND

Min

orM

ajor

Ana

lysi

sB

EG

INN

ING

LT

RT

OT

LT

RT

OT

LT

RT

OT

LT

RT

OT

TO

TA

LS

tree

tS

tree

tV

olum

eR

AN

K06

:00

00

00

104

05

109

520

30

208

023

3154

371

109

826

237

98

07:0

00

00

018

30

1019

311

373

038

40

6553

118

695

193

350

269

81

08:0

00

00

012

90

1214

112

216

022

80

6559

124

493

141

035

249

35

09:0

00

00

081

02

835

900

950

6457

121

299

830

216

299

10:0

00

00

057

07

647

760

830

5561

116

263

643

199

266

11:0

00

00

088

07

953

790

820

7588

163

340

954

245

344

12:0

00

00

078

013

9110

107

011

70

8583

168

376

911

285

377

13:0

00

00

085

012

9714

103

011

70

6780

147

361

978

264

369

14:0

00

00

010

30

711

08

102

011

00

117

8219

941

911

010

309

429

715

:00

00

00

850

1810

322

111

013

30

152

146

298

534

103

543

153

94

16:0

00

00

097

021

118

2094

011

40

168

191

359

591

118

147

359

23

17:0

00

00

084

07

9116

630

790

216

294

510

680

910

589

680

218

:00

00

00

890

1210

111

620

730

136

162

298

472

101

437

147

66

Tot

alH

OU

RG

RA

ND

Maj

orA

naly

sis

BE

GIN

NIN

GL

TR

TO

TL

TR

TO

TL

TR

TO

TL

TR

TO

TT

OT

AL

Str

eet

Vol

ume

RA

NK

07:0

00

00

018

30

1019

311

373

038

40

6553

118

695

502

695

117

:00

00

00

840

791

1663

079

021

629

451

068

058

968

02

16:0

00

00

097

021

118

2094

011

40

168

191

359

591

473

591

315

:00

00

00

850

1810

322

111

013

30

152

146

298

534

431

534

408

:00

00

00

129

012

141

1221

60

228

065

5912

449

335

249

35

18:0

00

00

089

012

101

1162

073

013

616

229

847

237

147

26

14:0

00

00

010

30

711

08

102

011

00

117

8219

941

930

941

97

06:0

00

00

010

40

510

95

203

020

80

2331

5437

126

237

18

Des

ign

Cri

teri

a S

um

mar

y

Min

or

Maj

or

Min

or

Maj

or

Min

or

Maj

or

Min

or

Maj

or

RA

NK

Str

eet

Str

eet

200

300

140

210

160

240

119

650

2N

YY

YY

Y2

9158

9N

YN

YN

Y3

119

473

NY

NY

NY

410

843

1N

YN

YN

Y5

141

352

NY

YY

NY

610

537

1N

YN

YN

Y7

120

309

NY

NY

NY

811

726

2N

NN

YN

Y

100%

of

Co

nd

itio

ns

C.1

&C

.2 +

70%

of

Co

nd

itio

n C

.3 -

No

t M

et (

17 o

f 32

Met

)

80%

of

C.1

& C

.2 -

No

t m

et (

9 o

f 16

Met

)

ht

tp

:/

/m

ut

cd

.f

hw

a.

do

t.

go

v/

ht

m/

20

09

/p

ar

t2

/p

ar

t2

b.

ht

m

Ann

e A

rund

elG

len

Bur

nie

Cle

ar, C

ool

no

ne

Old

Sta

ge

Ro

adS

tew

art

Ave

nu

eS

tew

art

Ave

nu

e

100%

Co

nd

itio

n C

.1 &

C

.2C

.3 -

70%

of

C.1

an

d

C.2

no

ne

Old

Sta

ge

Ro

adS

tew

art

Ave

nu

e

Fro

m S

ou

th F

rom

Eas

t

D -

80%

of

C.1

an

d

C.2

Fro

m N

ort

h

Ste

war

t A

ven

ue

Fro

m N

ort

h F

rom

So

uth

Fro

m E

ast

Fro

m W

est

Ped

s &

B

ikes

Fro

m W

est

120

117

Min

or S

tree

t +

Ped

s &

Bik

es19

691 11

910

814

110

5

Intersection Study


Page 148

Appendix G

Signal Warrant Analysis

WA

RR

AN

T 1

AN

AL

YS

IS

Lo

cati

on

:S

tew

art A

venu

e &

Old

Sta

ge R

oad

C

ou

nty

:

Dat

e:12

/3/2

015

Thu

rsda

y

To

wn

:

Rec

ord

er:

NS

T/W

TH

W

eath

er:

Inte

rval

(d

d)

:15

(In

Min

utes

)

Dec

emb

er 2

015

An

alys

is V

olu

me

Tot

alH

OU

RG

RA

ND

Min

orM

ajor

Ana

lysi

sB

EG

INN

ING

LT

RT

OT

LT

RT

OT

LT

RT

OT

LT

RT

OT

TO

TA

LS

tree

tS

tree

tV

olum

eR

AN

K06

:00

00

00

104

05

109

520

30

208

023

3154

371

109

5416

307

:00

00

00

183

010

193

1137

30

384

065

5311

869

519

311

831

15

08:0

00

00

012

90

1214

112

216

022

80

6559

124

493

141

124

265

709

:00

00

00

810

283

590

095

064

5712

129

983

121

204

10:0

00

00

057

07

647

760

830

5561

116

263

6411

618

011

:00

00

00

880

795

379

082

075

8816

334

095

163

258

12:0

00

00

078

013

9110

107

011

70

8583

168

376

9116

825

98

13:0

00

00

085

012

9714

103

011

70

6780

147

361

9714

724

414

:00

00

00

103

07

110

810

20

110

011

782

199

419

110

199

309

615

:00

00

00

850

1810

322

111

013

30

152

146

298

534

103

298

401

316

:00

00

00

970

2111

820

940

114

016

819

135

959

111

835

947

72

17:0

00

00

084

07

9116

630

790

216

294

510

680

9151

060

11

18:0

00

00

089

012

101

1162

073

013

616

229

847

210

129

839

94

Tot

alH

OU

RG

RA

ND

Min

orM

ajor

Ana

lysi

sB

EG

INN

ING

LT

RT

OT

LT

RT

OT

LT

RT

OT

LT

RT

OT

TO

TA

LS

tree

tS

tree

tV

olum

eR

AN

K17

:00

00

00

840

791

1663

079

021

629

451

068

091

510

601

116

:00

00

00

970

2111

820

940

114

016

819

135

959

111

835

947

72

15:0

00

00

085

018

103

2211

10

133

015

214

629

853

410

329

840

13

18:0

00

00

089

012

101

1162

073

013

616

229

847

210

129

839

94

07:0

00

00

018

30

1019

311

373

038

40

6553

118

695

193

118

311

514

:00

00

00

103

07

110

810

20

110

011

782

199

419

110

199

309

608

:00

00

00

129

012

141

1221

60

228

065

5912

449

314

112

426

57

12:0

00

00

078

013

9110

107

011

70

8583

168

376

9116

825

98

War

ran

t 1

An

alys

is S

um

mar

y

Min

or

Maj

or

Min

or

Maj

or

Min

or

Maj

or

Min

or

Maj

or

Min

or

Maj

or

RA

NK

Str

eet

Str

eet

150

500

7575

012

040

060

600

191

510

NY

YN

NY

YN

211

835

9N

NY

NN

NY

N3

103

298

NN

YN

NN

YN

410

129

8N

NY

NN

NY

N5

193

118

YN

YN

YN

YN

611

019

9N

NY

NN

NY

N7

141

124

NN

YN

YN

YN

891

168

NN

YN

NN

YN

Min

or

Maj

or

Min

or

Maj

or

Min

or

Maj

or

Min

or

Maj

or

105

350

5352

584

280

4242

0N

YY

NY

YY

YY

YY

NY

YY

NN

NY

NY

YY

NN

NY

NY

YY

NY

NY

NY

YY

NY

NY

NY

YY

NY

NY

NY

YY

NN

NY

NY

YY

N

War

ran

t 1

100%

Co

nd

itio

n A

- N

ot

Met

(2

of

16 M

et)

War

ran

t 1

100%

Co

nd

itio

n B

- N

ot

Met

(0

of

8 M

et)

War

ran

t 1

80%

Co

mb

inat

ion

A a

nd

B -

No

t M

et (

0 o

f 8

Met

fo

r C

on

dit

ion

B)

War

ran

t 1

70%

Co

nd

itio

n A

- N

ot

Met

(5

of

16 M

et)

War

ran

t 1

70%

Co

nd

itio

n B

- N

ot

Met

(0

of

8 M

et)

War

ran

t 1

56%

Co

mb

inat

ion

A a

nd

B -

No

t M

et (

1 o

f 8

Met

fo

r C

on

dit

ion

B)

100%

Co

nd

itio

n A

100%

Co

nd

itio

n B

80%

of

Co

nd

itio

n B

Ste

war

t A

ven

ue

Ste

war

t A

ven

ue

Fro

m E

ast

Fro

m W

est

no

ne

Old

Sta

ge

Ro

adS

tew

art

Ave

nu

eS

tew

art

Ave

nu

e F

rom

So

uth

Fro

m E

ast

Fro

m W

est

no

ne

Old

Sta

ge

Ro

ad

70%

Co

nd

itio

n A

70%

Co

nd

itio

n B

56%

of

Co

nd

itio

n A

56%

of

Co

nd

itio

n B

80%

of

Co

nd

itio

n A

Ann

e A

rund

elG

len

Bur

nie

Cle

ar, C

ool

Fro

m N

ort

h F

rom

So

uth

Fro

m N

ort

h

Warrant 2

0

100

200

300

400

500

300 400 500 600 700 800 900 1000 1100 1200 1300 1400

Min

or

Str

eet

-v

ph

Major Street - Total of Both Approaches - vph

Warrant 2 - Four Hour Vehicular Volume- 100%

Existing Volumes

1 Lane & 1 Lane

2 or More Lanes & 1 Lane

2 or More Lanes & 2 or More Lanes

0

100

200

300

400

200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500

Min

or

Str

eet

-v

ph


Warrant 2 - Four Hour Vehicular Volume - 70%

Existing Volumes

1 Lane & 1 Lane

Warrant 3

0

100

200

300

400

500

300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800

Min

or

Str

eet

-vp

h


Warrant 3 - Peak Hour Vehicular Volume - 100%

Existing Volumes

1 Lane & 1 Lane



0

100

200

300

400

500

300 400 500 600 700 800 900 1000 1100 1200 1300

Min

or

Str

eet

-vp

h


Warrant 3 - Peak Hour Vehicular Volume - 70%

Existing Volumes

1 Lane & 1 Lane



Intersection Study


Page 152

Appendix H

SHA Crossing Guidelines

Staff visits the site to gather data

Location is along a route that serves

a pedestrian generator, such as

a bus stop, business district, school, park, or

hospital

20 pedestrians per hour or 60 in four hours cross at the location

Insufficient need to justify a marked crosswalk

Nearest marked

crosswalk is more than 300

feet away

Direct pedestrians to the nearest marked crosswalk

There is adequate

stopping sight distance for

vehicles approaching the

crosswalk

Unsafe location for a marked crosswalk unless

sight distance is addressed

Location crosses a two-lane

street

Location crosses a three-lane

street

Location crosses a

four or more lane street

with a raisedmedian

Location crosses a four or more lane

street without a raised median

See Figure 10.3Level 1

See Figure 10.3 Level 2



No

No

YesYes

Yes

Yes

Yes Yes Yes Yes

No No No

No

No

Decision: is this an appropriate location for an uncontrolled marked

crosswalk?

Sources: Safety Effects of Marked vs. Unmarked Crosswalks at Uncontrolled Locations, 2002 and City of Sacramento Public Works Department

Figure 10.2 - Uncontrolled Marked CrosswalksPage 10-3

Instructions: Complete the flow chart in Figure 10.2 and refer to the corresponding level below.

Level 1: 2 Lane Street Level 3: 4 or more Lanes with a Raised MedianADT POSTED SPEED ADT POSTED SPEED

30 mph or less 35 mph 40 mph or more 30 mph or less 35 mph 40 mph or more

Up to 12,000 cars per day

Longitudinal or diagonal crosswalk markings


Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)

9,000 cars or fewer per day




12,000-15000



Pedestrian signal or grade separated crossing 9,000-12,000



Pedestrian signal or grade separated crossing

15,000 cars or more per day







15,000 or more




Level 2: 3 Lane Street Level 4: 4 or more Lanes without a Raised MedianADT POSTED SPEED ADT POSTED SPEED

30 mph or less 35 mph 40 mph or more 30 mph or less 35 mph 40 mph or more









9,000-12,000



Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below) 9,000-12,000




12,000-15,000







15,000 or more



Pedestrian signal or grade separated crossing 15,000 or more




Menu of Engineering TreatmentsRoad DietCrossing IslandsCurb ExtensionsAdvance Stop LinesIn-Roadway Warning LightsPedestrian SignalsGrade Separated Crossing (should not be used in conjunction with longitudinal or diagonal crosswalk markings)

Figure 10.3 - Engineering Treatments for Uncontrolled Marked Crosswalks

Page 10-4

Intersection Study


Page 155

Appendix I

Concept Plans

Intersection Study


Page 163

Appendix J

Concept Cost Estimates

DATE: November 1, 2016 CONTRACT #:

ROUTE: STEWART AVE. COUNTY: ANNE ARUNDEL COUNTY

JOB DESCRP: STEWART AVE. AND OLD STAGE ROADIMPROV TYPE: INTERSECTION DESIGN LENGTH 400 feet

TYPICAL SEC: N/A AVG COST

ALTERNATE: MINI ROUNDABOUT COST PER 1/2 MILE: 754,000$

PREPARED BY: WALLACE, MONTGOMERY & ASSOCIATES LLP.

CATEGORIES DESCRIPTION QUANTITY UNIT UNIT COST TOTAL GRAND_TOT

CATEGORY 1: PRELIMINARY ITEMS 20% [% OF CATGR 2,5,6,7,8 ] 134,000$

CATEGORY 2: EARTHWORK AND GRADING 156,000$

CLASS 1 OR 2 EXCAVATION < 15' WIDE 2,000 CY 32$ 64,000$

CLASS 1-A OVER EXCAVATION 0 CY 45$ -$

BORROW COMMON OR SELECT BORROW 2,000 CY 40$ 80,000$

REMOVAL REMOVAL OF EXISTING PAVEMENT 296 CY 40$ 11,840$

CATEGORY 3: DRAINAGE ITEMS [% OF CATGR 2,5,6,7,8] 276,000$

SWM FACILITY STORM WATER MANAGEMENT POND 1 LS 75,000$ 75,000$

E&S MEASURES 10% of Constr Costs (CATS 2,5,6,7,8) 1 LS 67,000$ 67,000$

MISC DRAINAGE 20% of Constr Costs (CATS 2,5,6,7,8) 1 LS 134,000$ 134,000$

CATEGORY 4: STRUCTURES -$

0 SF -$ -$

0 SF -$ -$

CATEGORY 5: PAVING 244,000$

PAVEMENT SURFACE SUPER PAVE ASPHALT MIX FOR SURFACE 311 TON 130$ 40,430$

PAVEMENT SURFACE SUPER PAVE ASPHALT MIX FOR SURFACE(SHARED USE PATH)

24 TON 130$ 3,120$

PAVEMENT BASE SUPER PAVE ASPHALT MIX FOR BASE 931 TON 130$ 121,030$

PAVEMENT BASE SUPER PAVE ASPHALT MIX FOR BASE (SHAREDUSE PATH)

38 TON $ 130 $ 4,940

GAB 6" GRADED AGGREGATE BASE 2,638 SY 12$ 31,656$

GAB 4" GRADED AGGREGATE BASE 261 SY 10$ 2,610$

DRIVEWAY APRON AND DRIVEWAY CONSTRUCTION 80 SY 100$ 8,000$

SPLITTER ISLANDS 11 INCH PLAIN PORTLAND CEMENT CONCRETE

PAVEMENT MIX # 7 (BRICK PATTERN)

219 SY $ 100 $ 21,900

PAVEMENT MARKING 4,800 LF 2$ 9,600$

CATEGORY 6: SHOULDERS 111,000$

CURB / MEDIAN TYPE A CURB AND GUTTER 1,330 LF 45$ 59,850$

CURB / MEDIAN TYPE C CURB AND GUTTER 123 LF 45$ 5,535$

SIDEWALK & RAMPS 5" CONCRETE SIDEWALK 2,241 SF 9$ 20,169$

BARRIER TRAFFIC BARRIER W BEAM 1,000 LF 25$ 25,000$

CATEGORY 7: LANDSCAPING ITEMS 10% [% OF CATGR 2,5,6 ] 52,000$

CATEGORY 8: TRAFFIC/UTILITY ITEMS 20% [% OF CATGR 2,5,6 ] 103,000$

SUBTOTAL OF CATEGORIES 2,5,6 511,000$

SUBTOTAL OF CATEGORIES 2,5,6,7,8 666,000$

SUBTOTAL ROADWAY COST 1,076,000$

CONTINGENCY FACTOR (40%) 430,400$

NEAT CONSTRUCTION COST 1,506,400$

REMARKS:

COSTS ARE BASED UPON SHA COST ESTIMATING MANUAL.

ALL WORK IS ASSUMED TO BE WITHIN EXISTING RIGHT-OF-WAY

MAJOR QUANTITIES ESTIMATE

$285 per linear foot

NO STRUCTURES IN THIS SECTION



JOB DESCRP: STEWART AVE. AND OLD STAGE ROADIMPROV TYPE: INTERSECTION DESIGN LENGTH:400 feet

TYPICAL SEC: N/A AVG COST:

ALTERNATE: TRAFFIC CALMING COST PER 1/2 MILE: 294,000$





CLASS 1 OR 2 EXCAVATION < 15' WIDE 200 CY 32$ 6,400$


BORROW COMMON OR SELECT BORROW 50 CY 40$ 2,000$



SWM FACILITY STORM WATER MANAGEMENT POND 1 LS 75,000$ 75,000$




0 SF -$ -$

0 SF -$ -$



20 TON 130$ 2,600$


32 TON $ 130 $ 4,160


GIRNDING/MILLING GRINDING/MILLING EXISTING PAVEMENT (0"-2") 2,670 SY 12$ 32,040$



PAVEMENT MIX # 7 (BRICK PATTERN)

145 SY $ 100 $ 14,500

PAVEMENT MARKING LANE MARKING ANY SIZE (W/Y) 4,800 LF 2$ 9,600$


CURB / MEDIAN TYPE C CURB AND GUTTER 1,021 LF 45$ 45,945$







SUBTOTAL ROADWAY COST 420,000$


NEAT CONSTRUCTION COST 588,000$

REMARKS:








JOB DESCRP: STEWART AVE. AND OLD STAGE ROADIMPROV TYPE: INTERSECTION DESIGN LENGTH 500 feet

TYPICAL SEC: N/A AVG COST

ALTERNATE: STANDARD ROUNDABOUT COST PER 1/2 MILE: 875,000$





CLASS 1 OR 2 EXCAVATION < 15' WIDE 2,000 CY 32$ 64,000$


BORROW COMMON OR SELECT BORROW 2,500 CY 40$ 100,000$

REMOVAL REMOVAL OF EXISTING SIDEWALK 16 CY 100$ 1,600$






0 SF -$ -$

0 SF -$ -$


PAVEMENT SURFACE SUPER PAVE ASPHALT MIX FOR SURFACE 369 TON 130$ 47,970$


21 TON 130$ 2,730$

PAVEMENT BASE SUPER PAVE ASPHALT MIX FOR BASE 1,107 TON 80$ 88,560$


34 TON $ 130 $ 4,420

GAB 6" GRADED AGGREGATE BASE 3,136 SY 12$ 37,632$




PAVEMENT MIX # 7

567 SY $ 100 $ 56,700

PAVEMENT MARKING LANE MARKING ANY SIZE (W/Y) 4,800 LF 2$ 9,600$


CURB / MEDIAN TYPE A CURB AND GUTTER 2,058 LF 45$ 92,610$

CURB / MEDIAN TYPE C CURB AND GUTTER 296 LF 45$ 13,320$



FENCE REMOVE AND RESET EXISTING FENSE 1 LS 6,000$ 6,000$





SUBTOTAL ROADWAY COST 1,250,000$


NEAT CONSTRUCTION COST 1,750,000$

REMARKS:






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