Post on 15-Jul-2020
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
Movement AM LOS AM Delay (sec)
PM LOS PM Delay (sec)
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
Movement AM LOS AM Delay (sec)
PM LOS PM Delay (sec)
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
Movement AM LOS AM Delay (sec)
PM LOS PM Delay (sec)
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
Movement AM LOS AM Delay (sec)
PM LOS PM Delay (sec)
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
Stewart Ave. and Old Stage Rd.
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
Stewart Ave. and Old Stage Rd.
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
Stewart Ave. and Old Stage Rd.
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
Stewart Ave. and Old Stage Rd.
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
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 17:30 692
NST/WTH
Anne ArundelGlen BurnieClear, Cool
Stewart Avenue @ Old Stage Road
PEAK HOURS
PM PERIOD 12:00PM-7:00PM
AM PERIOD 6:00AM-12:00PM
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
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 17:30 692
NST/WTH
Anne ArundelGlen BurnieClear, Cool
Stewart Avenue @ Old Stage Road
PEAK HOURS
PM PERIOD 12:00PM-7:00PM
AM PERIOD 6:00AM-12:00PM
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
246 U L T R 25Quadrant
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
360 U L T R 39Quadrant
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
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
12/05/15 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
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
12/06/15 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
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
12/07/15 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
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
12/08/15 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
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
12/09/15 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
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
12/10/15 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
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
Westbound
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 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
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
Westbound
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
12/05/15 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
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
Westbound
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
12/06/15 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
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
Westbound
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
12/07/15 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
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
Westbound
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
12/08/15 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
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
Westbound
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
12/09/15 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
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
Westbound
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
12/10/15 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
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Northbound
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 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Northbound
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
12/05/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Northbound
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
12/06/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Northbound
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
12/07/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Northbound
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
12/08/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Northbound
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
12/09/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Northbound
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
12/10/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Southbound
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 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Southbound
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
12/05/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Southbound
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
12/06/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Southbound
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
12/07/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Southbound
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
12/08/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Southbound
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
12/09/15 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
Site Code: 1111Station ID:
Stewart Ave @ Old Stage RdOld Stage Rd - South Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Southbound
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
12/10/15 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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3689
3873
3806
2907
2333
6699
AD
TA
DT
3,0
20A
AD
T 3
,020
Page 1
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West 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 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West 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
12/05/15 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West 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
12/06/15 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West 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
12/07/15 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West 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
12/08/15 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West 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
12/09/15 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Westbound
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 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Westbound
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
12/05/15 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Westbound
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
12/06/15 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Westbound
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
12/07/15 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Westbound
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
12/08/15 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
Site Code: 3333Station ID:
Stewart Ave @ Old Stage RdStewart Ave - West Leg - Class
Wallace Montgomery10150 York Road - Suite 200
Hunt Valley, MD 21030410-494-9093
Westbound
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
12/09/15 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%
Pag
e 1
S
ite C
ode:
333
3S
tatio
n ID
: S
tew
art A
ve @
Old
Sta
ge R
dS
twea
rt A
ve -
Wes
t Leg
- V
ol
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
S
tart
30-N
ov-1
5T
ueW
edT
huF
riS
atS
unW
eek
Ave
rage
Tim
eD
irect
ion
1D
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
12:0
0 A
M*
**
**
**
*18
019
718
220
620
418
518
919
601
:00
**
**
**
**
160
204
205
221
222
189
196
205
02:0
0*
**
**
**
*21
722
224
922
821
316
422
620
503
:00
**
**
**
**
343
246
368
285
217
197
309
243
04:0
0*
**
**
**
*48
8262
455
240
220
198
388
233
05:0
0*
**
**
**
*667
197
577
244
201
167
482
203
06:0
0*
**
**
**
*36
417
327
518
721
616
928
517
607
:00
**
**
**
**
146
127
150
142
174
107
157
125
08:0
0*
**
**
**
*12
089
9392
112
9410
892
09:0
0*
**
**
**
*79
6710
392
9877
9379
10:0
0*
**
**
**
*65
4184
7197
5182
5411
:00
**
**
**
**
5925
8531
7046
7134
12:0
0 P
M*
**
**
**
*24
858
2237
2940
2001
:00
**
**
**
**
129
2214
3117
2213
02:0
0*
**
**
**
*11
617
1317
1315
1103
:00
**
**
**
**
321
514
713
516
04:0
0*
**
**
**
*14
5712
2413
1713
3305
:00
**
**
**
**
2313
015
3712
1417
6006
:00
**
**
**
**
6727
829
6714
4237
129
07:0
0*
**
**
**
*14
8476
5211
023
6974
218
08:0
0*
**
**
**
*14
637
510
615
950
114
101
216
09:0
0*
**
**
**
*11
020
912
717
499
128
112
170
10:0
0*
**
**
**
*14
716
716
816
9149
174
155
170
11:0
0*
**
**
**
*190
201
221
203
137
151
183
185
Lane
00
00
00
00
3783
3787
3658
3045
2633
2425
3360
3086
Day
00
00
7570
6703
5058
6446
AM
Pea
k-
--
--
--
-05
:00
04:0
005
:00
03:0
001
:00
04:0
005
:00
03:0
0V
ol.
--
--
--
--
667
262
577
285
222
198
482
243
PM
Pea
k-
--
--
--
-23
:00
19:0
023
:00
23:0
022
:00
22:0
023
:00
19:0
0V
ol.
--
--
--
--
190
476
221
203
149
174
183
218
Pag
e 2
S
ite C
ode:
333
3S
tatio
n ID
: S
tew
art A
ve @
Old
Sta
ge R
dS
twea
rt A
ve -
Wes
t Leg
- V
ol
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
S
tart
07-D
ec-1
5T
ueW
edT
huF
riS
atS
unW
eek
Ave
rage
Tim
eD
irect
ion
1D
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
Dire
ctio
nD
irect
ion
12:0
0 A
M212
191
170
182
158
168
185
184
**
**
**
181
181
01:0
018
417
318
618
617
918
416
821
0*
**
**
*17
918
802
:00
173
171
243
225
274
210
242
221
**
**
**
233
207
03:0
017
514
532
3239
385
234
331
257
**
**
**
304
219
04:0
019
016
447
723
948
421
651
321
4*
**
**
*41
620
805
:00
194
141
628
198
622
231
559
196
**
**
**
501
192
06:0
016
511
631
916
729
015
330
417
2*
**
**
*27
015
207
:00
135
9915
812
315
093
153
110
**
**
**
149
106
08:0
094
7196
9111
995
115
99*
**
**
*10
689
09:0
063
6092
6387
5911
362
**
**
**
8961
10:0
046
3651
3865
3779
46*
**
**
*60
3911
:00
2721
4220
4619
5727
**
**
**
4322
12:0
0 P
M21
623
1227
1124
14*
**
**
*24
1101
:00
107
1411
107
1310
**
**
**
129
02:0
04
69
513
1412
17*
**
**
*10
1003
:00
918
1019
713
1619
**
**
**
1017
04:0
015
5515
6712
6413
47*
**
**
*14
5805
:00
2514
324
132
2613
729
148
**
**
**
2614
006
:00
5429
562
325
5331
847
322
**
**
**
5431
507
:00
140
576
144
554
146
554
157
578
**
**
**
147
566
08:0
012
249
014
142
012
437
414
138
7*
**
**
*13
241
809
:00
130
201
107
192
131
184
127
203
**
**
**
124
195
10:0
013
118
613
017
314
213
113
215
2*
**
**
*13
416
011
:00
149
158
139
155
148
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
Stewart Ave. and Old Stage Rd.
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
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information Analyst JO Agency/Co. Wallace Montgomery Date Performed 1/7/2016 Analysis Time Period PM
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) 203 263 26 90 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)
0 203 263 26 90 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) 97 13 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 97 0 13 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) 26 110 C (m) (veh/h) 1106 660 v/c 0.02 0.17 95% queue length 0.07 0.59 Control Delay (s/veh) 8.3 11.5 LOS A B Approach Delay (s/veh) -- -- 11.5 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/u2kE4E2.tmp
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 2025
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) 85 84 12 445 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)
0 85 84 12 445 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) 216 18 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 216 0 18 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) 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
Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/28/2016 9:41 AM
Page 1 of 1Two-Way Stop Control
1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2k582.tmp
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information Analyst JO Agency/Co. Wallace Montgomery Date Performed 1/7/2016 Analysis Time Period PM
Intersection Stewart Ave @ Old Stage Rd Jurisdiction Anne Arundel County Analysis Year 2025
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) 247 321 32 110 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h)
0 247 321 32 110 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) 118 16 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 118 0 16 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) 32 134 C (m) (veh/h) 1014 594 v/c 0.03 0.23 95% queue length 0.10 0.86 Control Delay (s/veh) 8.7 12.8 LOS A B Approach Delay (s/veh) -- -- 12.8 Approach LOS -- -- B
Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated: 1/28/2016 9:42 AM
Page 1 of 1Two-Way Stop Control
1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2k3914.tmp
Intersection Study
Stewart Ave. and Old Stage Rd.
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
:00
00
00
16
02
00
00
00
91
2736
05:0
00
00
02
24
10
00
00
09
130
3406
:00
31
12
1010
51
10
00
00
342
2531
07:0
08
00
318
2221
62
00
00
080
627
3408
:00
70
35
1036
208
10
00
00
906
2733
09:0
01
00
13
2118
10
00
00
045
329
3310
:00
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
:00
20
04
1627
206
10
00
00
765
2733
20:0
04
00
124
1519
00
00
00
063
425
3221
:00
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
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
Eas
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
/05/
1 50
00
113
1813
30
00
00
048
327
3301
:00
00
00
34
43
00
00
00
141
3036
02:0
00
00
01
24
20
00
00
09
131
3603
:00
00
00
11
10
10
00
00
40
3042
04:0
00
00
01
33
00
00
00
07
029
3305
:00
00
00
33
22
00
00
00
101
2836
06:0
01
02
03
33
20
00
00
014
126
3407
:00
00
11
612
21
00
00
00
232
2629
08:0
03
00
15
1920
92
00
00
059
430
3609
:00
30
01
915
248
40
00
00
645
3036
10:0
02
02
410
3236
52
00
00
093
729
3411
:00
10
02
15
47
3112
31
00
00
112
829
3412
PM
20
12
2338
284
10
00
00
997
2733
13:0
00
00
526
4328
71
00
00
011
08
2733
14:0
02
10
323
45
30
121
00
00
0117
828
3415
:00
50
12
1733
278
20
00
00
957
2834
16:0
06
00
322
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
010
98
2733
19:0
01
00
11
2736
177
00
00
00
997
2632
20:0
02
00
222
3010
32
10
00
072
526
3221
:00
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
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
Eas
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
/06/
1 50
00
19
106
01
00
00
027
226
3201
:00
00
03
27
53
20
00
00
222
2937
02:0
00
00
01
34
20
00
00
010
131
3603
:00
00
02
11
00
00
00
00
40
2027
04:0
00
01
10
45
01
00
00
012
129
3405
:00
00
00
01
21
00
00
00
40
3237
06:0
00
00
03
11
20
00
00
07
027
3707
:00
00
01
43
43
00
00
00
151
2936
08:0
02
00
45
176
00
00
00
034
226
3009
:00
10
00
1114
204
00
00
00
504
2934
10:0
03
01
112
2728
12
20
00
00
86
629
3511
:00
50
18
18
30
119
00
00
00
826
2633
12 P
M1
00
516
3637
13
00
00
00
108
829
3413
:00
40
00
1933
359
21
00
00
103
729
3414
:00
51
04
1632
2210
01
00
00
916
2834
15:0
01
01
313
2827
82
00
00
083
629
3416
:00
50
110
1835
322
10
00
00
104
727
3317
:00
30
213
25
39
237
00
00
00
112
826
3218
:00
10
016
2236
148
00
00
00
977
2632
19:0
02
00
919
1821
20
00
00
071
526
3220
:00
00
04
1224
121
10
00
00
544
2732
21:0
00
00
211
1713
40
00
00
047
328
3322
:00
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.
1%0.
6%7.
1%19
.3%
34.2
%26
.7%
8.2%
1.0%
0.2%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k11
:00
04
:00
11:0
011
:00
11:0
010
:00
10:0
001
:00
10
:00
Vol
.5
1
818
3028
122
86
P
MP
eak
14:0
014
:00
17:0
018
:00
17:0
017
:00
12:0
012
:00
13:0
013
:00
17:0
0
Vol
.5
12
1625
3937
132
1
11
2
Pag
e 4
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
Eas
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
15
26
10
00
00
015
128
3301
:00
00
00
02
31
00
00
00
60
3135
02:0
00
00
00
21
10
00
00
04
030
3703
:00
00
00
11
11
00
00
00
40
3037
04:0
00
00
02
21
00
00
00
05
026
3105
:00
00
01
14
83
10
00
00
181
3137
06:0
01
00
19
1211
20
00
00
036
327
3307
:00
30
06
1323
195
00
00
00
695
2733
08:0
04
00
312
30
22
41
00
00
076
528
3309
:00
80
01
14
2421
63
10
00
078
628
3410
:00
62
56
1022
197
00
00
00
776
2733
11:0
02
00
111
2921
72
00
00
073
528
3412
PM
00
01
931
3613
20
00
00
927
3035
13:0
01
01
211
3936
112
00
00
010
37
2934
14:0
07
01
233
5934
50
00
00
014
110
2732
15:0
04
10
16
4076
459
00
00
00
191
1427
3216
:00
60
09
5312
558
121
00
00
026
419
2732
17:0
010
03
1677
146
90
92
00
00
0353
2527
3218
:00
20
19
3962
549
10
00
00
177
1328
3319
:00
50
17
2341
205
10
00
00
103
726
3220
:00
00
06
1433
94
00
00
00
665
2631
21:0
02
00
28
2820
42
00
00
066
528
3422
:00
20
03
1012
112
00
00
00
403
2733
23:0
01
00
09
84
20
00
00
024
226
32T
otal
643
1293
404
813
550
123
181
00
00
2081
P
erce
nt3.
1%0.
1%0.
6%4.
5%19
.4%
39.1
%26
.4%
5.9%
0.9%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k09
:00
10:0
010
:00
07:0
009
:00
08:0
008
:00
10:0
009
:00
09:0
0
09
:00
Vol
.8
25
614
3022
73
1
78
P
MP
eak
17:0
015
:00
17:0
015
:00
17:0
017
:00
17:0
012
:00
12:0
0
17:0
0
Vol
.10
13
1677
146
9013
2
353
Pag
e 5
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
Eas
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 50
00
04
72
20
00
00
015
127
3401
:00
00
00
22
11
10
00
00
70
2839
02:0
00
00
11
32
00
00
00
07
027
3203
:00
00
00
11
00
00
00
00
20
2428
04:0
00
00
12
10
30
00
00
07
027
3805
:00
00
00
18
22
00
00
00
131
2835
06:0
02
00
411
118
20
00
00
038
325
3207
:00
50
03
1818
132
10
00
00
604
2632
08:0
03
00
517
36
258
00
00
00
94
728
3309
:00
10
01
1214
187
11
00
00
554
2935
10:0
02
00
36
2819
31
00
00
062
428
3311
:00
10
01
20
1726
60
00
00
071
528
3412
PM
50
03
1135
198
20
00
00
836
2834
13:0
03
00
317
3124
71
00
00
086
628
3314
:00
20
04
3174
409
00
00
00
160
1127
3315
:00
71
05
4092
6812
10
00
00
226
1628
3316
:00
60
29
6711
757
14
31
00
00
276
2027
3217
:00
90
011
80
160
84
80
10
00
0353
2527
3218
:00
30
06
3165
487
00
00
00
160
1128
3319
:00
20
311
3131
197
11
00
00
106
825
3320
:00
20
14
2434
123
00
00
00
806
2631
21:0
00
00
215
1210
80
00
00
047
327
3522
:00
10
02
921
93
20
00
00
473
2733
23:0
00
00
17
99
20
00
00
028
228
33T
otal
541
680
458
827
515
124
144
00
00
2083
P
erce
nt2.
6%0.
0%0.
3%3.
8%22
.0%
39.7
%24
.7%
6.0%
0.7%
0.2%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k07
:00
08:0
011
:00
08:0
011
:00
08:0
001
:00
09:0
0
08
:00
Vol
.5
520
3626
81
1
94
P
MP
eak
17:0
015
:00
19:0
017
:00
17:0
017
:00
17:0
016
:00
16:0
016
:00
17:0
0
Vol
.9
13
1180
160
8414
31
353
Pag
e 6
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
Eas
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
00
15
64
40
00
00
020
128
3601
:00
20
00
01
20
00
00
00
50
2733
02:0
00
00
00
15
10
00
00
07
032
3403
:00
00
00
20
20
10
00
00
50
3141
04:0
00
00
03
04
10
00
00
08
131
3405
:00
10
00
03
50
00
00
00
91
3033
06:0
01
01
211
143
30
00
00
035
225
3107
:00
90
42
26
1717
30
00
00
078
624
3208
:00
30
04
1130
184
10
00
00
715
2733
09:0
02
01
416
2419
20
00
00
068
527
3210
:00
00
23
1623
23
61
00
00
074
528
3411
:00
30
45
1324
211
00
00
00
715
2732
12 P
M3
00
219
4124
93
00
00
010
17
2834
13:0
04
01
512
2522
112
00
00
082
628
3514
:00
51
15
1852
449
10
00
00
136
1028
3315
:00
20
17
4268
589
10
00
00
188
1328
3316
:00
60
010
5112
084
101
00
00
028
220
2833
17:0
012
00
12
64
132
7615
10
00
00
312
2227
3218
:00
70
18
4471
4210
10
00
00
184
1327
3319
:00
20
03
1242
318
20
00
00
100
728
3420
:00
20
03
2126
224
10
00
00
796
2733
21:0
01
00
318
1822
41
00
00
067
528
3322
:00
20
05
822
175
00
00
00
594
2833
23:0
01
00
16
88
60
00
00
030
229
36T
otal
681
1685
418
768
573
125
170
00
00
2071
P
erce
nt3.
3%0.
0%0.
8%4.
1%20
.2%
37.1
%27
.7%
6.0%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k07
:00
07
:00
11:0
007
:00
08:0
010
:00
10:0
003
:00
07
:00
Vol
.9
4
526
3023
61
78
P
MP
eak
17:0
014
:00
13:0
017
:00
17:0
017
:00
16:0
017
:00
12:0
0
17:0
0
Vol
.12
11
1264
132
8415
3
312
Pag
e 7
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
Eas
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
/10/
1 50
00
15
56
10
00
00
018
128
3301
:00
00
00
30
21
00
00
00
60
2435
02:0
01
00
01
32
01
00
00
08
128
3403
:00
00
01
04
21
00
00
00
81
2834
04:0
01
00
00
13
10
00
00
06
031
3505
:00
00
00
13
73
10
00
00
151
3237
06:0
00
00
09
144
10
00
00
028
226
3107
:00
60
06
1724
174
10
00
00
755
2633
08:0
03
01
319
30
26
50
00
00
087
627
3309
:00
00
02
1520
247
00
00
00
685
2934
10:0
01
00
219
1220
20
00
00
056
427
3311
:00
10
04
1530
224
10
00
00
776
2833
12 P
M5
00
416
3332
14
30
00
00
107
829
3513
:00
20
06
1224
416
00
00
00
916
3034
14:0
06
11
419
5751
61
00
00
014
610
2833
15:0
07
00
545
8544
62
00
00
019
414
2732
16:0
013
01
20
5911
660
71
00
00
027
720
2632
17:0
08
00
1780
134
83
100
00
00
0332
2427
3218
:00
40
318
4882
477
00
00
00
209
1526
3219
:00
40
24
1824
165
20
00
00
755
2633
20:0
01
00
518
3318
50
00
00
080
627
3321
:00
31
02
1519
153
10
00
00
594
2733
22:0
01
01
112
1910
10
00
00
045
326
3223
:00
10
00
617
134
11
00
00
433
2934
Tot
al68
29
105
452
789
565
104
151
00
00
2110
P
erce
nt3.
2%0.
1%0.
4%5.
0%21
.4%
37.4
%26
.8%
4.9%
0.7%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k07
:00
08
:00
07:0
008
:00
08:0
008
:00
09:0
002
:00
08
:00
Vol
.6
1
619
3026
71
87
P
MP
eak
16:0
014
:00
18:0
016
:00
17:0
017
:00
17:0
012
:00
12:0
023
:00
17:0
0
Vol
.13
13
2080
134
8314
31
332
T
otal
401
1473
595
2736
4977
3518
822
115
140
00
013
265
P
erce
nt3.
0%0.
1%0.
6%4.
5%20
.6%
37.5
%26
.5%
6.2%
0.9%
0.1%
0.0%
0.0%
0.0%
0.0%
15th
Per
cent
ile :
21 M
PH
50th
Per
cent
ile :
27 M
PH
85th
Per
cent
ile :
33 M
PH
95th
Per
cent
ile :
36 M
PH
Sta
ts10
MP
H P
ace
Spe
ed :
26-3
5 M
PH
Num
ber
in P
ace
: 84
95P
erce
nt in
Pac
e :
64.0
%N
umbe
r of
Veh
icle
s >
55
MP
H :
0P
erce
nt o
f Veh
icle
s >
55
MP
H :
0.0%
Mea
n S
peed
(Ave
rage
) :
28 M
PH
Pag
e 8
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
/04/
1 50
00
05
01
00
00
00
06
022
3001
:00
10
00
02
30
00
00
00
60
2933
02:0
00
00
01
32
00
00
00
06
028
3203
:00
00
00
23
52
10
00
00
131
3137
04:0
00
00
14
1112
52
00
00
035
230
3605
:00
00
00
1320
3910
00
00
00
826
3134
06:0
03
22
738
6064
141
00
00
019
114
2833
07:0
02
00
336
109
138
221
00
00
0311
2230
3408
:00
70
03
3474
103
31
20
00
00
254
1830
3409
:00
11
02
1528
4213
40
00
00
106
830
3510
:00
30
11
1027
2810
10
00
00
816
2934
11:0
01
01
721
4038
120
00
00
012
09
2834
12 P
M3
03
315
4432
132
00
00
011
58
2834
13:0
02
00
118
5744
101
00
00
013
310
2833
14:0
03
10
314
5239
24
00
00
00
136
1029
3515
:00
20
13
3472
52
80
00
00
0172
1228
3316
:00
90
35
1945
469
00
00
00
136
1028
3317
:00
60
07
44
6732
60
00
00
016
212
2632
18:0
03
00
616
5033
60
00
00
011
48
2833
19:0
02
00
117
4117
30
00
00
081
627
3220
:00
00
03
1620
111
00
00
00
514
2631
21:0
01
00
510
2113
10
00
00
051
427
3222
:00
10
04
1119
100
00
00
00
453
2631
23:0
01
00
18
38
10
00
00
022
226
33T
otal
514
1166
401
868
812
201
150
00
00
2429
P
erce
nt2.
1%0.
2%0.
5%2.
7%16
.5%
35.7
%33
.4%
8.3%
0.6%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k08
:00
06:0
006
:00
06:0
006
:00
07:0
007
:00
08:0
009
:00
07
:00
Vol
.7
22
738
109
138
314
31
1
PM
Pea
k16
:00
14:0
012
:00
17:0
017
:00
15:0
015
:00
14:0
012
:00
15
:00
Vol
.9
13
744
7252
242
17
2
Pag
e 9
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
/05/
1 52
00
13
64
20
00
00
018
127
3401
:00
00
01
46
10
00
00
00
121
2529
02:0
00
00
01
93
20
00
00
015
128
3403
:00
00
00
43
20
10
00
00
101
2633
04:0
01
00
02
58
10
00
00
017
130
3405
:00
00
01
84
81
11
00
00
242
2834
06:0
00
00
26
149
41
00
00
036
328
3407
:00
00
13
1916
169
20
00
00
665
2835
08:0
03
00
520
3531
82
00
00
010
47
2834
09:0
03
00
121
3242
18
10
00
00
118
830
3510
:00
10
03
1144
46
121
00
00
011
88
2934
11:0
02
00
423
47
4212
00
00
00
130
928
3412
PM
40
06
1439
48
80
00
00
011
98
2933
13:0
02
00
417
4446
17
20
00
00
132
929
3414
:00
00
02
1735
2611
20
00
00
937
2834
15:0
03
00
422
58
319
00
00
00
127
927
3316
:00
50
03
2744
305
10
00
00
115
827
3317
:00
50
02
34
4321
41
00
00
011
08
2632
18:0
02
00
418
4633
81
00
00
011
28
2833
19:0
01
00
314
2520
90
00
00
072
528
3420
:00
30
03
1525
113
00
00
00
604
2632
21:0
01
00
33
2614
30
00
00
050
428
3322
:00
00
03
911
84
11
00
00
373
2735
23:0
00
00
310
108
00
00
00
031
226
32T
otal
380
161
322
627
508
150
172
00
00
1726
P
erce
nt2.
2%0.
0%0.
1%3.
5%18
.7%
36.3
%29
.4%
8.7%
1.0%
0.1%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k08
:00
07
:00
08:0
011
:00
11:0
010
:00
09:0
007
:00
05:0
0
11
:00
Vol
.3
1
523
4746
182
1
13
0
PM
Pea
k16
:00
12:0
017
:00
15:0
012
:00
13:0
013
:00
22:0
0
13
:00
Vol
.5
634
5848
172
1
13
2
Pag
e 10
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
/06/
1 51
00
17
54
00
00
00
018
124
3101
:00
00
02
46
21
00
00
00
151
2631
02:0
00
00
03
63
00
00
00
012
127
3203
:00
00
01
22
20
00
00
00
70
2632
04:0
00
00
01
35
20
00
00
011
131
3505
:00
00
01
15
40
10
00
00
121
2933
06:0
00
00
25
67
50
00
00
025
229
3607
:00
00
02
914
142
00
00
00
413
2833
08:0
01
00
419
2821
70
00
00
080
627
3309
:00
10
03
1732
278
10
00
00
896
2834
10:0
03
00
227
2937
16
01
00
00
115
829
3411
:00
41
02
2224
379
20
00
00
101
729
3412
PM
10
03
1650
36
91
00
00
0116
828
3313
:00
21
02
2641
305
21
00
00
110
827
3314
:00
10
16
1743
349
30
00
00
114
828
3415
:00
50
15
30
3618
50
00
00
010
07
2632
16:0
06
00
525
4527
30
00
00
011
18
2732
17:0
03
01
623
4329
30
00
00
010
88
2732
18:0
02
01
422
2818
10
00
00
076
526
3219
:00
10
03
1824
214
00
00
00
715
2733
20:0
02
01
111
1517
11
00
00
049
428
3321
:00
00
01
511
193
10
00
00
403
3034
22:0
01
00
16
610
00
00
00
024
228
3323
:00
00
01
14
50
00
00
00
111
2933
Tot
al34
25
5831
750
642
793
122
00
00
1456
P
erce
nt2.
3%0.
1%0.
3%4.
0%21
.8%
34.8
%29
.3%
6.4%
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
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
/05/
1 50
00
00
312
2114
30
00
053
437
4301
:00
00
00
03
19
81
00
00
222
3843
02:0
00
00
00
01
76
30
00
017
140
4603
:00
00
00
00
02
20
10
00
50
4156
04:0
00
00
00
03
33
30
00
012
140
4905
:00
00
00
00
18
42
10
00
161
3947
06:0
00
00
00
36
89
11
00
028
238
4307
:00
20
00
14
1022
122
00
00
534
3742
08:0
02
00
03
516
3633
150
00
011
08
3944
09:0
01
00
00
319
4337
22
10
00
126
939
4610
:00
50
00
29
2753
5017
10
00
164
1238
4411
:00
50
00
115
48
89
58
180
10
0235
1737
4312
PM
10
00
03
3895
5010
00
00
197
1437
4313
:00
40
00
04
4095
6317
00
00
223
1638
4314
:00
10
00
15
4270
71
170
00
020
715
3844
15:0
05
00
01
555
8652
210
00
0225
1637
4316
:00
40
00
03
3989
5622
00
00
213
1538
4417
:00
30
00
010
58
8042
140
00
020
715
3742
18:0
03
00
00
337
9364
140
00
021
415
3843
19:0
04
00
00
540
6648
110
00
017
412
3743
20:0
00
00
00
530
3723
110
00
010
68
3743
21:0
00
00
00
424
3923
91
00
010
07
3743
22:0
00
00
00
115
4432
90
00
010
17
3844
23:0
01
00
00
213
2418
60
00
064
538
43T
otal
410
00
995
575
1119
778
248
61
00
2872
Per
cent
1.4%
0.0%
0.0%
0.0%
0.3%
3.3%
20.0
%39
.0%
27.1
%8.
6%0.
2%0.
0%0.
0%0.
0%A
MP
eak
10:0
008
:00
11:0
011
:00
11:0
011
:00
09:0
003
:00
11:0
011
:00
Vol
.5
315
4889
5822
11
235
PM
Pea
k15
:00
14:0
017
:00
17:0
012
:00
14:0
016
:00
21:0
015
:00
Vol
.5
110
5895
7122
122
5
Pag
e 3
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
/06/
1 51
00
00
26
1610
20
00
037
337
4301
:00
00
00
00
710
112
00
00
302
3943
02:0
00
00
00
03
83
30
00
017
138
4603
:00
00
00
00
14
21
00
00
81
3844
04:0
00
00
00
03
72
10
00
013
137
4205
:00
00
00
11
14
41
00
00
121
3844
06:0
00
00
00
22
53
30
00
015
138
4707
:00
00
00
11
76
51
00
00
212
3642
08:0
00
00
02
711
1911
21
00
053
436
4209
:00
00
00
02
1539
347
00
00
977
3943
10:0
09
00
01
623
5050
110
00
0150
1138
4311
:00
50
00
16
2160
3713
00
00
143
1038
4312
PM
50
00
08
3184
62
20
00
00
210
1538
4413
:00
60
00
19
2468
5615
21
00
182
1338
4414
:00
20
00
14
38
8035
180
10
017
913
3743
15:0
02
00
00
828
7944
121
00
017
412
3843
16:0
04
00
00
437
7845
170
00
018
513
3843
17:0
01
00
03
16
3675
4517
10
00
194
1437
4318
:00
30
00
02
3561
5212
00
00
165
1238
4319
:00
20
00
03
2957
3511
00
00
137
1038
4320
:00
00
00
05
1833
269
00
00
916
3844
21:0
01
00
00
310
2322
20
00
061
438
4322
:00
00
00
11
1020
133
00
00
483
3743
23:0
00
00
00
15
96
30
00
024
238
44T
otal
410
00
1291
401
895
613
186
52
00
2246
Per
cent
1.8%
0.0%
0.0%
0.0%
0.5%
4.1%
17.9
%39
.8%
27.3
%8.
3%0.
2%0.
1%0.
0%0.
0%A
MP
eak
10:0
008
:00
08:0
010
:00
11:0
010
:00
11:0
008
:00
10:0
0
Vol
.9
27
2360
5013
115
0P
MP
eak
13:0
017
:00
17:0
014
:00
12:0
012
:00
12:0
013
:00
13:0
012
:00
Vol
.6
316
3884
6220
21
210
Pag
e 4
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
/07/
1 51
00
00
05
86
10
00
021
237
4301
:00
00
00
00
23
32
00
00
101
3947
02:0
00
00
00
00
13
00
00
04
041
4403
:00
00
00
00
15
21
00
00
91
3844
04:0
01
00
11
24
31
11
00
015
133
4305
:00
00
00
01
49
103
00
00
272
3944
06:0
04
00
02
67
1913
50
00
056
437
4307
:00
17
00
06
731
5024
60
00
014
110
3541
08:0
07
00
06
825
4619
110
00
012
29
3643
09:0
08
00
03
430
3532
130
00
012
59
3744
10:0
02
00
00
529
56
40
110
00
0143
1038
4311
:00
10
00
514
2043
3721
00
00
141
1038
4412
PM
30
00
19
2362
4027
10
00
166
1238
4613
:00
30
00
36
3480
5516
00
00
197
1438
4314
:00
70
00
512
5089
6217
00
00
242
1737
4315
:00
60
00
315
7814
057
230
00
032
223
3742
16:0
012
00
00
22
135
220
7222
00
00
483
3436
4117
:00
17
00
00
17236
237
109
120
00
0628
4535
4118
:00
20
00
111
6614
969
120
00
031
022
3742
19:0
03
00
00
442
5046
100
00
015
511
3743
20:0
00
00
01
331
3620
30
00
094
736
4221
:00
00
00
03
1730
349
00
00
937
3944
22:0
00
00
00
27
2116
30
00
049
438
4323
:00
00
00
12
1213
142
00
00
443
3743
Tot
al94
00
138
153
889
1405
784
231
20
00
3597
Per
cent
2.6%
0.0%
0.0%
0.0%
1.1%
4.3%
24.7
%39
.1%
21.8
%6.
4%0.
1%0.
0%0.
0%0.
0%A
MP
eak
07:0
004
:00
07:0
011
:00
07:0
010
:00
10:0
011
:00
04:0
010
:00
Vol
.17
16
1431
5640
211
143
PM
Pea
k17
:00
14:0
016
:00
17:0
017
:00
17:0
012
:00
12:0
017
:00
Vol
.17
522
236
237
109
271
628
Pag
e 5
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
/08/
1 50
00
00
14
88
00
00
021
238
4301
:00
00
00
11
17
31
00
00
141
3743
02:0
00
00
00
03
33
10
00
010
138
4403
:00
00
00
04
02
21
00
00
91
3644
04:0
01
00
00
11
111
20
00
017
137
4205
:00
00
00
01
58
54
00
00
232
3846
06:0
01
00
02
612
2217
30
00
063
437
4307
:00
10
00
03
18
31
50
349
00
00
155
1136
4208
:00
60
01
37
2243
3612
00
00
130
938
4309
:00
30
00
13
1636
3218
00
00
109
839
4510
:00
30
00
07
1548
4017
00
00
130
939
4411
:00
00
00
413
1849
41
110
00
013
610
3843
12 P
M2
00
04
1520
6350
100
00
016
412
3843
13:0
03
00
03
821
7252
180
00
017
713
3844
14:0
05
00
12
1859
130
4419
10
00
279
2037
4215
:00
100
01
39
9516
187
220
00
038
828
3742
16:0
010
00
00
2314
419
997
23
00
00
496
3536
4217
:00
14
00
04
32
217
232
8922
10
00
611
4435
4118
:00
60
00
09
5812
563
160
00
027
720
3742
19:0
03
00
01
1029
6133
130
00
015
011
3743
20:0
01
00
00
826
5028
60
00
011
98
3742
21:0
01
00
00
317
3521
90
00
086
638
4422
:00
20
00
03
1022
217
10
00
665
3944
23:0
00
00
00
18
1321
40
00
047
340
44T
otal
810
03
3120
183
214
5082
824
83
00
036
77P
erce
nt2.
2%0.
0%0.
0%0.
1%0.
8%5.
5%22
.6%
39.4
%22
.5%
6.7%
0.1%
0.0%
0.0%
0.0%
AM
Pea
k07
:00
08:0
011
:00
07:0
007
:00
07:0
011
:00
09:0
007
:00
Vol
.10
14
1831
5041
1815
5P
MP
eak
17:0
014
:00
12:0
017
:00
17:0
017
:00
16:0
016
:00
14:0
017
:00
Vol
.14
14
3221
723
297
231
611
Pag
e 6
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
/09/
1 50
00
00
27
59
30
00
026
238
4401
:00
00
00
00
52
30
00
00
101
3542
02:0
00
00
02
11
52
10
00
012
137
4303
:00
10
00
01
11
12
00
00
70
3749
04:0
01
00
00
01
64
10
00
013
138
4305
:00
00
00
02
310
100
00
00
252
3843
06:0
01
00
03
68
2015
70
00
060
438
4407
:00
90
00
420
29
4626
90
00
014
310
3642
08:0
07
00
12
210
5437
111
00
012
59
3844
09:0
02
00
10
1118
5438
31
00
012
89
3743
10:0
01
00
00
325
5841
16
00
00
144
1038
4411
:00
50
01
713
2067
355
10
00
154
1137
4212
PM
50
00
55
2473
5018
10
00
181
1338
4413
:00
30
00
06
2163
6115
10
00
170
1239
4414
:00
70
00
49
4012
042
240
00
024
618
3743
15:0
07
00
02
1384
118
8122
00
00
327
2337
4316
:00
60
00
09
126
232
120
30
00
00
523
3737
4217
:00
11
00
00
31
181
221
102
190
00
0565
4036
4118
:00
60
00
19
6712
368
160
10
029
121
3743
19:0
02
00
01
427
5642
131
00
014
610
3844
20:0
01
00
00
432
4123
101
10
011
38
3743
21:0
00
00
00
222
4933
100
01
011
78
3844
22:0
01
00
00
614
2222
71
00
073
538
4423
:00
00
00
43
1113
207
00
00
584
3944
Tot
al76
00
335
162
777
1459
885
249
82
10
3657
Per
cent
2.1%
0.0%
0.0%
0.1%
1.0%
4.4%
21.2
%39
.9%
24.2
%6.
8%0.
2%0.
1%0.
0%0.
0%A
MP
eak
07:0
008
:00
11:0
007
:00
07:0
011
:00
10:0
010
:00
08:0
011
:00
Vol
.9
17
2029
6741
161
154
PM
Pea
k17
:00
12:0
017
:00
17:0
016
:00
16:0
016
:00
12:0
018
:00
21:0
017
:00
Vol
.11
531
181
232
120
301
11
565
Pag
e 7
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
/10/
1 50
00
00
17
84
30
01
024
237
4601
:00
00
00
00
34
33
00
00
131
3948
02:0
00
00
02
20
23
20
00
011
138
4603
:00
00
00
11
43
61
00
00
161
3843
04:0
01
00
01
10
44
20
00
013
139
4505
:00
20
00
02
58
93
00
00
292
3844
06:0
03
00
12
211
1713
60
00
055
437
4407
:00
10
00
09
10
34
6325
30
00
015
411
3640
08:0
09
00
05
719
5338
80
00
013
910
3743
09:0
05
00
01
516
5439
80
00
012
89
3843
10:0
04
00
01
821
4930
19
00
00
132
938
4411
:00
40
00
26
2673
55
150
00
0181
1338
4312
PM
60
00
510
3261
5615
00
00
185
1338
4313
:00
20
00
212
1881
5212
10
00
180
1338
4314
:00
50
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
:00
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
:00
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
:00
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
:00
70
00
311
4065
325
00
00
163
1236
4119
:00
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
:00
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
:00
00
00
14
74
30
00
00
191
3340
04:0
00
00
01
1318
1810
70
00
067
535
4305
:00
00
00
315
3546
268
10
00
134
1036
4206
:00
10
00
223
8814
763
120
00
033
624
3641
07:0
04
00
14
9130
245
147
230
00
0563
4037
4208
:00
70
02
1122
9316
083
25
00
00
403
2937
4209
:00
10
00
210
5367
4614
00
00
193
1437
4310
:00
41
01
522
3850
407
10
00
169
1236
4211
:00
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
:00
50
01
520
5176
4111
00
00
210
1536
4215
:00
90
10
11
1669
88
3410
20
00
240
1735
4116
:00
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
:00
00
01
56
10
00
00
00
131
2529
07:0
00
00
414
131
00
00
00
032
224
2808
:00
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
:00
20
218
4414
10
00
00
00
816
2226
12 P
M2
06
22
52
172
00
00
00
0101
721
2613
:00
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
:00
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
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
7/1 5
00
00
12
00
00
00
00
30
2628
01:0
00
00
10
20
00
00
00
03
026
2802
:00
00
00
00
00
00
00
00
00
**
03:0
00
00
09
10
00
00
00
010
122
2404
:00
00
02
67
00
00
00
00
151
2428
05:0
02
00
132
172
00
00
00
054
423
2806
:00
20
210
6524
20
00
00
00
105
822
2707
:00
61
10
37
121
432
00
00
00
0220
1622
2608
:00
13
36
2011
254
30
00
00
00
211
1522
2709
:00
50
112
4726
10
00
00
00
927
2227
10:0
02
01
431
315
00
00
00
074
524
2911
:00
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
:00
71
39
3845
60
00
00
00
109
824
2815
:00
30
113
4543
60
00
00
00
111
824
2816
:00
10
03
1563
352
10
00
00
0129
922
2717
:00
90
224
5418
10
00
00
00
108
821
2518
:00
60
27
4215
00
00
00
00
725
2226
19:0
03
00
339
150
00
00
00
060
423
2720
:00
10
27
199
00
00
00
00
383
2226
21:0
00
00
018
143
00
00
00
035
224
2922
:00
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
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
8/1 5
10
02
41
10
00
00
00
91
2128
01:0
00
00
21
20
00
00
00
05
022
2802
:00
00
10
10
00
00
00
00
20
1423
03:0
00
00
15
30
00
00
00
09
123
2704
:00
00
02
125
20
00
00
00
212
2328
05:0
03
00
323
231
00
00
00
053
424
2806
:00
40
210
7636
30
00
00
00
131
923
2707
:00
41
830
114
482
00
00
00
0207
1522
2608
:00
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
:00
21
115
68
262
00
00
00
0115
822
2716
:00
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
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
9/1 5
00
01
20
00
00
00
00
30
2123
01:0
00
00
01
00
00
00
00
01
022
2402
:00
10
01
21
00
00
00
00
50
2126
03:0
00
00
05
30
00
00
00
08
123
2804
:00
00
13
910
10
00
00
00
242
2428
05:0
01
00
028
212
00
00
00
052
424
2806
:00
20
210
6433
20
00
00
00
113
823
2707
:00
90
534
104
44
60
00
00
00
202
1422
2708
:00
70
442
8335
20
00
00
00
173
1222
2609
:00
20
06
4927
10
00
00
00
856
2327
10:0
02
01
1231
161
00
00
00
063
422
2711
:00
20
120
5313
10
00
00
00
906
2225
12 P
M7
11
852
251
00
00
00
095
722
2713
:00
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
:00
20
013
6134
30
00
00
00
113
823
2717
:00
90
011
5225
20
00
00
00
997
2227
18:0
04
02
732
342
20
00
00
083
624
2819
:00
10
06
2921
31
00
00
00
614
2428
20:0
03
02
230
193
00
00
00
059
423
2821
:00
00
01
1313
00
00
00
00
272
2428
22:0
01
00
08
120
00
00
00
021
225
2823
:00
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
.1%
2.7%
0.2%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k07
:00
07
:00
08:0
007
:00
07:0
007
:00
07
:00
Vol
.9
5
4210
444
6
202
P
MP
eak
17:0
012
:00
15:0
013
:00
15:0
015
:00
15:0
018
:00
15:0
0
Vol
.9
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
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
12/1
0/1 5
00
02
31
00
00
00
00
60
2125
01:0
01
01
04
20
00
00
00
08
122
2702
:00
00
11
13
00
00
00
00
60
2428
03:0
01
00
12
20
00
00
00
06
022
2704
:00
00
01
86
30
00
00
00
181
2530
05:0
02
00
223
281
00
00
00
056
425
2806
:00
10
014
5942
10
00
00
00
117
823
2807
:00
85
741
124
353
00
00
00
0223
1622
2508
:00
31
213
6862
40
00
00
00
153
1124
2809
:00
20
18
3343
50
00
00
00
927
2528
10:0
01
02
1042
230
00
00
00
078
623
2711
:00
30
08
5324
40
00
00
00
927
2327
12 P
M3
01
963
33
30
00
00
00
112
823
2713
:00
30
110
3831
60
00
00
00
896
2428
14:0
07
11
1655
231
00
00
00
010
47
2226
15:0
05
04
27
77
222
00
00
00
0137
1022
2516
:00
60
418
7620
10
00
00
00
125
922
2517
:00
60
320
6521
10
00
00
00
116
822
2618
:00
20
313
5922
10
00
00
00
100
722
2619
:00
40
14
3813
20
00
00
00
624
2227
20:0
03
01
627
72
10
00
00
047
322
2721
:00
00
06
149
10
00
00
00
302
2328
22:0
00
00
515
92
00
00
00
031
223
2823
:00
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
.5%
2.4%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k07
:00
07:0
007
:00
07:0
007
:00
08:0
009
:00
07
:00
Vol
.8
57
4112
462
5
223
P
MP
eak
14:0
014
:00
15:0
015
:00
15:0
012
:00
13:0
020
:00
15:0
0
Vol
.7
14
2777
336
1
13
7
Pag
e 8
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
12/1
1/1 5
00
00
12
00
00
00
00
30
2628
01:0
00
00
12
10
00
00
00
04
022
2702
:00
00
01
61
00
00
00
00
81
2224
03:0
00
00
13
20
00
00
00
06
023
2704
:00
10
02
106
10
00
00
00
201
2328
05:0
02
00
122
210
00
00
00
046
324
2806
:00
30
212
62
28
20
00
00
00
109
823
2707
:00
81
112
3712
00
00
00
00
715
2125
08:0
00
00
00
00
00
00
00
00
0*
*09
:00
00
00
00
00
00
00
00
00
**
10:0
02
00
00
00
00
00
00
02
02
411
:00
00
00
00
00
00
00
00
00
**
12 P
M0
00
00
00
00
00
00
00
0*
*13
:00
00
00
00
00
00
00
00
00
**
14:0
00
00
00
00
00
00
00
00
0*
*15
:00
00
00
00
00
00
00
00
00
**
16:0
00
00
00
00
00
00
00
00
0*
*17
:00
00
00
00
00
00
00
00
00
**
18:0
00
00
00
00
00
00
00
00
0*
*19
:00
00
00
00
00
00
00
00
00
**
20:0
00
00
00
00
00
00
00
00
0*
*21
:00
00
00
00
00
00
00
00
00
**
22:0
00
00
00
00
00
00
00
00
0*
*23
:00
00
00
00
00
00
00
00
00
**
Tot
al16
13
3014
373
30
00
00
00
269
P
erce
nt5.
9%0.
4%1.
1%11
.2%
53.2
%27
.1%
1.1%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k07
:00
07:0
006
:00
06:0
006
:00
06:0
006
:00
06
:00
Vol
.8
12
1262
282
10
9
PM
Pea
k
Vol
.
T
otal
435
2223
015
1458
2530
1225
97
00
00
00
1130
4
Per
cent
3.8%
0.2%
2.0%
13.4
%51
.5%
26.6
%2.
3%0.
1%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%
15
th P
erce
ntile
: 18
MP
H50
th P
erce
ntile
: 22
MP
H85
th P
erce
ntile
: 27
MP
H95
th P
erce
ntile
: 29
MP
H
S
tats
10 M
PH
Pac
e S
peed
: 21
-30
MP
HN
umbe
r in
Pac
e :
8837
Per
cent
in P
ace
: 78
.2%
Num
ber
of V
ehic
les
> 2
5 M
PH
: 32
78P
erce
nt o
f Veh
icle
s >
25
MP
H :
29.0
%M
ean
Spe
ed(A
vera
ge)
: 23
MP
H
Pag
e 9
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
Sou
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
20
02
55
00
00
00
00
141
2227
01:0
00
00
11
20
00
00
00
04
024
2802
:00
00
01
22
00
00
00
00
50
2328
03:0
00
00
02
00
00
00
00
02
022
2404
:00
00
02
31
00
00
00
00
60
2125
05:0
02
10
27
40
00
00
00
016
122
2706
:00
30
24
206
10
00
00
00
363
2226
07:0
012
01
748
121
00
00
00
081
622
2508
:00
40
05
5720
00
00
00
00
866
2226
09:0
05
00
942
114
00
00
00
071
522
2610
:00
50
012
63
110
00
00
00
091
622
2411
:00
30
010
6016
20
00
00
00
916
2226
12 P
M6
12
1258
191
00
00
00
099
722
2613
:00
80
014
6625
10
00
00
00
114
822
2614
:00
70
27
7730
10
00
00
00
124
922
2715
:00
19
03
2011
338
00
00
00
00
193
1422
2616
:00
160
236
140
342
00
00
00
023
016
2225
17:0
010
04
36208
364
00
00
00
0298
2122
2418
:00
20
221
7624
00
00
00
00
125
922
2619
:00
30
317
528
10
00
00
00
846
2124
20:0
00
00
633
40
10
00
00
044
322
2421
:00
31
110
267
00
00
00
00
483
2124
22:0
02
00
731
60
00
00
00
046
322
2423
:00
10
04
2610
00
00
00
00
413
2226
Tot
al11
33
2224
512
1633
118
10
00
00
019
49
Per
cent
5.8%
0.2%
1.1%
12.6
%62
.4%
17.0
%0.
9%0.
1%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%
A
MP
eak
07:0
005
:00
06:0
010
:00
10:0
008
:00
09:0
0
10:0
0
Vol
.12
12
1263
204
91
P
MP
eak
15:0
012
:00
17:0
016
:00
17:0
015
:00
17:0
020
:00
17:0
0
Vol
.19
14
3620
838
41
298
Pag
e 10
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
Sou
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
02
73
00
00
00
00
121
2227
01:0
01
00
27
10
00
00
00
011
121
2402
:00
00
02
63
00
00
00
00
111
2227
03:0
00
00
03
10
00
00
00
04
023
2704
:00
00
01
31
00
00
00
00
50
2226
05:0
00
00
04
20
00
00
00
06
023
2706
:00
20
05
123
00
00
00
00
222
2124
07:0
06
01
521
40
00
00
00
037
321
2408
:00
20
14
2416
00
00
00
00
473
2327
09:0
03
00
1244
161
00
00
00
076
522
2610
:00
50
315
4723
10
00
00
00
947
2227
11:0
07
01
25
91
151
00
00
00
0140
1022
2412
PM
50
026
7822
00
00
00
00
131
922
2513
:00
90
313
8433
00
00
00
00
142
1022
2614
:00
40
16
8324
10
00
00
00
119
822
2615
:00
90
115
8140
10
00
00
00
147
1022
2716
:00
80
122
9027
30
00
00
00
151
1122
2617
:00
50
021
7815
00
00
00
00
119
822
2418
:00
30
215
93
202
00
00
00
013
510
2225
19:0
03
00
2057
90
00
00
00
089
621
2420
:00
10
415
286
10
00
00
00
554
2124
21:0
02
04
1127
30
00
00
00
047
321
2422
:00
10
19
347
00
00
00
00
524
2224
23:0
01
00
329
50
00
00
00
038
322
24T
otal
770
2324
910
3129
911
00
00
00
016
90
Per
cent
4.6%
0.0%
1.4%
14.7
%61
.0%
17.7
%0.
7%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%
A
MP
eak
11:0
0
10:0
011
:00
11:0
010
:00
09:0
0
11:0
0
Vol
.7
3
2591
231
14
0
PM
Pea
k13
:00
20
:00
12:0
018
:00
15:0
016
:00
16
:00
Vol
.9
4
2693
403
15
1
Pag
e 11
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
Sou
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
03
81
00
00
00
00
121
2124
01:0
00
00
58
20
00
00
00
015
121
2402
:00
00
03
63
00
00
00
00
121
2227
03:0
00
00
16
00
00
00
00
07
022
2404
:00
00
00
40
00
00
00
00
40
2224
05:0
01
00
03
11
00
00
00
06
023
3006
:00
00
01
04
00
00
00
00
50
2629
07:0
00
01
15
30
00
00
00
010
123
2708
:00
40
07
202
00
00
00
00
332
2124
09:0
04
00
1349
60
00
00
00
072
521
2410
:00
20
418
52
120
00
00
00
088
621
2411
:00
20
219
5113
00
00
00
00
876
2224
12 P
M7
03
1893
181
00
00
00
0140
1022
2413
:00
80
218
5827
10
00
00
00
114
822
2714
:00
51
214
7020
00
00
00
00
112
822
2515
:00
80
620
7016
00
00
00
00
120
921
2416
:00
20
226
5915
10
00
00
00
105
821
2517
:00
50
627
4921
10
00
00
00
109
821
2618
:00
30
512
559
00
00
00
00
846
2224
19:0
02
00
1245
130
00
00
00
072
522
2520
:00
00
114
315
00
00
00
00
514
2124
21:0
00
10
314
30
00
00
00
021
222
2422
:00
10
03
84
00
00
00
00
161
2227
23:0
00
00
26
30
00
00
00
011
122
27T
otal
542
3424
077
020
15
00
00
00
013
06
Per
cent
4.1%
0.2%
2.6%
18.4
%59
.0%
15.4
%0.
4%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%
A
MP
eak
08:0
0
10:0
011
:00
10:0
011
:00
05:0
0
10:0
0
Vol
.4
4
1952
131
88
P
MP
eak
13:0
014
:00
15:0
017
:00
12:0
013
:00
12:0
0
12:0
0
Vol
.8
16
2793
271
14
0
Pag
e 12
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
Sou
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
20
02
43
00
00
00
00
111
2127
01:0
01
00
12
10
00
00
00
05
021
2602
:00
00
00
01
00
00
00
00
10
2729
03:0
02
00
05
00
00
00
00
07
021
2304
:00
10
11
31
00
00
00
00
70
2024
05:0
01
00
12
10
00
00
00
05
021
2606
:00
30
04
136
10
00
00
00
272
2227
07:0
011
01
753
150
00
00
00
087
622
2508
:00
100
07
3717
10
00
00
00
725
2227
09:0
06
00
12
3218
00
00
00
00
685
2227
10:0
05
01
757
140
00
00
00
084
622
2511
:00
40
110
5020
00
00
00
00
856
2226
12 P
M3
00
1256
191
10
00
00
092
722
2613
:00
30
18
5423
10
00
00
00
906
2327
14:0
010
01
1179
262
00
00
00
012
99
2226
15:0
08
02
2110
333
10
00
00
00
168
1222
2616
:00
19
06
2216
749
00
00
00
00
263
1922
2517
:00
90
740
214
381
00
00
00
0309
2222
2418
:00
50
327
103
190
00
00
00
015
711
2224
19:0
04
04
1640
91
00
00
00
074
521
2420
:00
00
012
195
00
00
00
00
363
2124
21:0
02
02
1016
101
00
00
00
041
322
2722
:00
20
12
133
00
00
00
00
212
2224
23:0
01
00
213
50
00
00
00
021
222
26T
otal
112
031
235
1135
336
101
00
00
00
1860
P
erce
nt6.
0%0.
0%1.
7%12
.6%
61.0
%18
.1%
0.5%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k07
:00
04
:00
09:0
010
:00
11:0
006
:00
07
:00
Vol
.11
1
1257
201
87
P
MP
eak
16:0
0
17:0
017
:00
17:0
016
:00
14:0
012
:00
17:0
0
Vol
.19
7
4021
449
21
309
Pag
e 13
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
Sou
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
12
33
00
00
00
00
101
2127
01:0
01
00
45
10
00
00
00
011
120
2402
:00
00
01
12
10
00
00
00
50
2631
03:0
00
00
11
20
00
00
00
04
024
2804
:00
00
02
51
00
00
00
00
81
2124
05:0
01
00
17
20
00
00
00
011
122
2506
:00
30
03
179
00
00
00
00
322
2227
07:0
06
04
14
50
17
00
00
00
00
91
622
2508
:00
13
01
539
170
00
00
00
075
522
2609
:00
80
14
3614
10
00
00
00
645
2226
10:0
03
02
1048
130
00
00
00
076
522
2511
:00
20
110
5016
00
00
00
00
796
2226
12 P
M3
01
1142
171
10
00
00
076
522
2713
:00
120
123
4726
00
00
00
00
109
821
2614
:00
121
013
8430
10
00
00
00
141
1022
2615
:00
50
019
118
400
00
00
00
018
213
2226
16:0
013
08
48
159
291
00
00
00
025
818
2124
17:0
012
27
44201
41
20
00
00
00
309
2222
2418
:00
60
328
102
271
00
00
00
016
712
2225
19:0
01
02
1242
40
00
00
00
061
421
2420
:00
10
25
336
00
00
00
00
473
2224
21:0
06
00
740
70
00
00
00
060
422
2422
:00
00
14
136
10
00
00
00
252
2227
23:0
00
00
011
110
00
00
00
022
225
28T
otal
109
335
271
1154
341
91
00
00
00
1923
P
erce
nt5.
7%0.
2%1.
8%14
.1%
60.0
%17
.7%
0.5%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k08
:00
07
:00
07:0
007
:00
07:0
002
:00
07
:00
Vol
.13
4
1450
171
91
P
MP
eak
16:0
017
:00
16:0
016
:00
17:0
017
:00
17:0
012
:00
17:0
0
Vol
.13
28
4820
141
21
309
Pag
e 14
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
Sou
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
13
32
00
00
00
00
91
2026
01:0
00
01
15
10
00
00
00
08
121
2402
:00
00
00
20
00
00
00
00
20
2224
03:0
00
00
10
00
00
00
00
01
017
1904
:00
01
00
32
00
00
00
00
60
2327
05:0
00
01
111
20
00
00
00
015
122
2406
:00
40
04
177
10
00
00
00
332
2227
07:0
08
13
649
18
00
00
00
00
856
2226
08:0
07
01
948
140
00
00
00
079
622
2509
:00
50
19
5313
10
00
00
00
826
2225
10:0
03
00
1256
111
00
00
00
083
622
2411
:00
70
013
62
100
00
00
00
092
722
2412
PM
20
015
6118
00
00
00
00
967
2225
13:0
04
01
464
280
00
00
00
010
17
2327
14:0
06
03
980
252
00
00
00
012
59
2226
15:0
07
01
2010
246
00
00
00
00
176
1322
2716
:00
140
320
171
68
10
00
00
00
277
2022
2717
:00
17
05
33
200
430
00
00
00
0298
2122
2418
:00
80
131
8723
20
00
00
00
152
1122
2519
:00
30
117
3915
10
00
00
00
765
2226
20:0
02
02
1424
140
00
00
00
056
422
2721
:00
40
28
3015
10
00
00
00
604
2227
22:0
01
00
716
60
00
00
00
030
222
2623
:00
00
05
174
00
00
00
00
262
2225
Tot
al10
22
2724
212
0038
510
00
00
00
019
68
Per
cent
5.2%
0.1%
1.4%
12.3
%61
.0%
19.6
%0.
5%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%
A
MP
eak
07:0
004
:00
07:0
011
:00
11:0
007
:00
06:0
0
11:0
0
Vol
.8
13
1362
181
92
P
MP
eak
17:0
0
17:0
017
:00
17:0
016
:00
14:0
0
17:0
0
Vol
.17
5
3320
068
2
298
Pag
e 15
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
Sou
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
12/1
0/1 5
00
11
72
00
00
00
00
111
2225
01:0
01
01
27
00
00
00
00
011
121
2302
:00
00
00
30
00
00
00
00
30
2224
03:0
00
00
25
10
00
00
00
08
121
2404
:00
00
00
34
00
00
00
00
70
2528
05:0
07
00
28
20
00
00
00
019
120
2406
:00
00
08
106
00
00
00
00
242
2227
07:0
010
03
854
140
00
00
00
089
622
2508
:00
70
112
3822
10
00
00
00
816
2227
09:0
04
01
1042
192
00
00
00
078
622
2710
:00
40
17
5525
00
00
00
00
927
2327
11:0
03
00
962
250
00
00
00
099
723
2712
PM
70
111
6716
20
00
00
00
104
722
2513
:00
70
117
5620
30
00
00
00
104
722
2614
:00
130
211
9237
20
00
00
00
157
1122
2715
:00
160
224
119
420
00
00
00
020
314
2226
16:0
020
04
2517
248
30
00
00
00
272
1922
2617
:00
113
746
209
401
00
00
00
0317
2322
2418
:00
80
215
9626
00
00
00
00
147
1022
2519
:00
30
417
4210
10
00
00
00
776
2124
20:0
01
01
834
101
00
00
00
055
422
2621
:00
00
18
266
10
00
00
00
423
2225
22:0
04
00
625
30
00
00
00
038
321
2423
:00
00
10
135
00
00
00
00
191
2327
Tot
al12
63
3424
912
4538
317
00
00
00
020
57
Per
cent
6.1%
0.1%
1.7%
12.1
%60
.5%
18.6
%0.
8%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%0.
0%
A
MP
eak
07:0
0
07:0
008
:00
11:0
010
:00
09:0
0
11:0
0
Vol
.10
3
1262
252
99
P
MP
eak
16:0
017
:00
17:0
017
:00
17:0
016
:00
13:0
0
17:0
0
Vol
.20
37
4620
948
3
317
Pag
e 16
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
Sou
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
12/1
1/1 5
10
04
114
00
00
00
00
201
2226
01:0
00
00
23
20
00
00
00
07
022
2702
:00
10
01
31
01
00
00
00
70
2229
03:0
00
00
01
10
00
00
00
02
024
2804
:00
20
04
62
00
00
00
00
141
2024
05:0
02
10
14
20
00
00
00
010
121
2606
:00
40
27
18
41
00
00
00
036
321
2407
:00
21
04
114
00
00
00
00
222
2125
08:0
00
00
00
00
00
00
00
00
0*
*09
:00
00
00
00
00
00
00
00
00
**
10:0
00
00
00
00
00
00
00
00
0*
*11
:00
00
00
00
00
00
00
00
00
**
12 P
M0
00
00
00
00
00
00
00
0*
*13
:00
00
00
00
00
00
00
00
00
**
14:0
00
00
00
00
00
00
00
00
0*
*15
:00
00
00
00
00
00
00
00
00
**
16:0
00
00
00
00
00
00
00
00
0*
*17
:00
00
00
00
00
00
00
00
00
**
18:0
00
00
00
00
00
00
00
00
0*
*19
:00
00
00
00
00
00
00
00
00
**
20:0
00
00
00
00
00
00
00
00
0*
*21
:00
00
00
00
00
00
00
00
00
**
22:0
00
00
00
00
00
00
00
00
0*
*23
:00
00
00
00
00
00
00
00
00
**
Tot
al12
22
2357
201
10
00
00
011
8
Per
cent
10.2
%1.
7%1.
7%19
.5%
48.3
%16
.9%
0.8%
0.8%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
AM
Pea
k06
:00
05:0
006
:00
06:0
006
:00
00:0
006
:00
02:0
0
06
:00
Vol
.4
12
718
41
1
36
P
MP
eak
Vol
.
T
otal
705
1520
817
5478
0822
9681
40
00
00
012
871
P
erce
nt5.
5%0.
1%1.
6%13
.6%
60.7
%17
.8%
0.6%
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
Stewart Ave. and Old Stage Rd.
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
Volume (veh/h) 216 0 18 0 0 0 %Thrus Left Lane
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
Eastbound Westbound Northbound Southbound
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
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 Arundel 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) 70 247 321 32 110 0 %Thrus Left Lane
Approach Northbound SouthboundMovement L T R L T R
Volume (veh/h) 118 0 16 0 0 0 %Thrus Left Lane
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) 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
Eastbound Westbound Northbound Southbound
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
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1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2k8054.tmp
All-Way Stop Controlwithout 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 Arundel 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) 0 85 84 12 445 0 %Thrus Left Lane
Approach Northbound SouthboundMovement L T R L T R
Volume (veh/h) 216 0 18 0 0 0 %Thrus Left Lane
Eastbound Westbound Northbound Southbound
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
Eastbound Westbound Northbound Southbound
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
Page 1 of 1All-Way Stop Control
1/28/2016file:///C:/Users/ekincaid/AppData/Local/Temp/u2k8E0E.tmp
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) 0 247 321 32 110 0 %Thrus Left Lane
Approach Northbound SouthboundMovement L T R L T R
Volume (veh/h) 118 0 16 0 0 0 %Thrus Left Lane
Eastbound Westbound Northbound Southbound
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
Eastbound Westbound Northbound Southbound
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
Page 1 of 1All-Way Stop Control
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
Stewart Ave. and Old Stage Rd.
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
Stewart Ave. and Old Stage Rd.
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
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294
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947
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NN
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103
298
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129
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118
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Min
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Min
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Maj
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Min
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or
Min
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Maj
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105
350
5352
584
280
4242
0N
YY
NY
YY
YY
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NY
YY
NN
NY
NY
YY
NN
NY
NY
YY
NY
NY
NY
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NY
NY
NY
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NY
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N
War
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Co
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War
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Co
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No
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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
Major Street - Total of Both Approaches - vph
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
Major Street - Total of Both Approaches - vph
Warrant 3 - Peak 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
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Min
or
Str
eet
-vp
h
Major Street - Total of Both Approaches - vph
Warrant 3 - Peak Hour Vehicular Volume - 70%
Existing Volumes
1 Lane & 1 Lane
2 or More Lanes & 1 Lane
2 or More Lanes & 2 or More Lanes
Intersection Study
Stewart Ave. and Old Stage Rd.
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
See Figure 10.3Level 3
See Figure 10.3Level 4
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
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
9,000 cars or fewer per day
Longitudinal or diagonal crosswalk markings
Longitudinal or diagonal crosswalk markings
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
12,000-15000
Longitudinal or diagonal crosswalk markings
Longitudinal or diagonal crosswalk markings
Pedestrian signal or grade separated crossing 9,000-12,000
Longitudinal or diagonal crosswalk markings
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Pedestrian signal or grade separated crossing
15,000 cars or more per day
Longitudinal or diagonal crosswalk markings
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Pedestrian signal or grade separated crossing 12,000-15,000
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Pedestrian signal or grade separated crossing
15,000 or more
Pedestrian signal or grade separated crossing
Pedestrian signal or grade separated crossing
Pedestrian signal or grade separated crossing
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 cars or fewer per day
Longitudinal or diagonal crosswalk markings
Longitudinal or diagonal crosswalk markings
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
9,000 cars or fewer per day
Longitudinal or diagonal crosswalk markings
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Pedestrian signal or grade separated crossing
9,000-12,000
Longitudinal or diagonal crosswalk markings
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below) 9,000-12,000
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Pedestrian signal or grade separated crossing
12,000-15,000
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Pedestrian signal or grade separated crossing 12,000-15,000
Pedestrian signal or grade separated crossing
Pedestrian signal or grade separated crossing
Pedestrian signal or grade separated crossing
15,000 or more
Longitudinal or diagonal crosswalk markings plus an engineeringtreatment (see below)
Pedestrian signal or grade separated crossing
Pedestrian signal or grade separated crossing 15,000 or more
Pedestrian signal or grade separated crossing
Pedestrian signal or grade separated crossing
Pedestrian signal or grade separated crossing
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
Stewart Ave. and Old Stage Rd.
Page 155
Appendix I
Concept Plans
Intersection Study
Stewart Ave. and Old Stage Rd.
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
$285 per linear foot
NO STRUCTURES IN THIS SECTION
DATE: November 1, 2016 CONTRACT #:
ROUTE: STEWART AVE. COUNTY: ANNE ARUNDEL COUNTY
JOB DESCRP: STEWART AVE. AND OLD STAGE ROADIMPROV TYPE: INTERSECTION DESIGN LENGTH:400 feet
TYPICAL SEC: N/A AVG COST:
ALTERNATE: TRAFFIC CALMING COST PER 1/2 MILE: 294,000$
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 ] 48,000$
CATEGORY 2: EARTHWORK AND GRADING 15,000$
CLASS 1 OR 2 EXCAVATION < 15' WIDE 200 CY 32$ 6,400$
CLASS 1-A OVER EXCAVATION 0 CY 45$ -$
BORROW COMMON OR SELECT BORROW 50 CY 40$ 2,000$
REMOVAL REMOVAL OF EXISTING PAVEMENT 153 CY 40$ 6,120$
CATEGORY 3: DRAINAGE ITEMS [% OF CATGR 2,5,6,7,8] 135,000$
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 24,000$ 24,000$
MISC DRAINAGE 15% of Constr Costs (CATS 2,5,6,7,8) 1 LS 36,000$ 36,000$
CATEGORY 4: STRUCTURES -$
0 SF -$ -$
0 SF -$ -$
CATEGORY 5: PAVING 76,000$
PAVEMENT SURFACE SUPER PAVE ASPHALT MIX FOR SURFACE(SHARED USE PATH)
20 TON 130$ 2,600$
PAVEMENT BASE SUPER PAVE ASPHALT MIX FOR BASE (SHAREDUSE PATH)
32 TON $ 130 $ 4,160
GAB 4" GRADED AGGREGATE BASE 217 SY 10$ 2,170$
GIRNDING/MILLING GRINDING/MILLING EXISTING PAVEMENT (0"-2") 2,670 SY 12$ 32,040$
DRIVEWAY APRON AND DRIVEWAY CONSTRUCTION 107 SY 100$ 10,700$
SPLITTER ISLANDS 11 INCH PLAIN PORTLAND CEMENT CONCRETE
PAVEMENT MIX # 7 (BRICK PATTERN)
145 SY $ 100 $ 14,500
PAVEMENT MARKING LANE MARKING ANY SIZE (W/Y) 4,800 LF 2$ 9,600$
CATEGORY 6: SHOULDERS 90,000$
CURB / MEDIAN TYPE C CURB AND GUTTER 1,021 LF 45$ 45,945$
SIDEWALK & RAMPS 5" CONCRETE SIDEWALK 2,064 SF 9$ 18,576$
BARRIER TRAFFIC BARRIER W BEAM 1,000 LF 25$ 25,000$
CATEGORY 7: LANDSCAPING ITEMS 10% [% OF CATGR 2,5,6 ] 19,000$
CATEGORY 8: TRAFFIC/UTILITY ITEMS 20% [% OF CATGR 2,5,6 ] 37,000$
SUBTOTAL OF CATEGORIES 2,5,6 181,000$
SUBTOTAL OF CATEGORIES 2,5,6,7,8 237,000$
SUBTOTAL ROADWAY COST 420,000$
CONTINGENCY FACTOR (40%) 168,000$
NEAT CONSTRUCTION COST 588,000$
REMARKS:
COSTS ARE BASED UPON SHA COST ESTIMATING MANUAL.
ALL WORK IS ASSUMED TO BE WITHIN EXISTING RIGHT-OF-WAY
MAJOR QUANTITIES ESTIMATE
$111 per linear foot
NO STRUCTURES IN THIS SECTION
DATE: November 1, 2016 CONTRACT #:
ROUTE: STEWART AVE. COUNTY: ANNE ARUNDEL COUNTY
JOB DESCRP: STEWART AVE. AND OLD STAGE ROADIMPROV TYPE: INTERSECTION DESIGN LENGTH 500 feet
TYPICAL SEC: N/A AVG COST
ALTERNATE: STANDARD ROUNDABOUT COST PER 1/2 MILE: 875,000$
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 ] 167,000$
CATEGORY 2: EARTHWORK AND GRADING 176,000$
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 2,500 CY 40$ 100,000$
REMOVAL REMOVAL OF EXISTING SIDEWALK 16 CY 100$ 1,600$
REMOVAL REMOVAL OF EXISTING PAVEMENT 249 CY 40$ 9,960$
CATEGORY 3: DRAINAGE ITEMS [% OF CATGR 2,5,6,7,8] 251,000$
E&S MEASURES 10% of Constr Costs (CATS 2,5,6,7,8) 1 LS 84,000$ 84,000$
MISC DRAINAGE 20% of Constr Costs (CATS 2,5,6,7,8) 1 LS 167,000$ 167,000$
CATEGORY 4: STRUCTURES -$
0 SF -$ -$
0 SF -$ -$
CATEGORY 5: PAVING 266,000$
PAVEMENT SURFACE SUPER PAVE ASPHALT MIX FOR SURFACE 369 TON 130$ 47,970$
PAVEMENT SURFACE SUPER PAVE ASPHALT MIX FOR SURFACE(SHARED USE PATH)
21 TON 130$ 2,730$
PAVEMENT BASE SUPER PAVE ASPHALT MIX FOR BASE 1,107 TON 80$ 88,560$
PAVEMENT BASE SUPER PAVE ASPHALT MIX FOR BASE (SHAREDUSE PATH)
34 TON $ 130 $ 4,420
GAB 6" GRADED AGGREGATE BASE 3,136 SY 12$ 37,632$
GAB 4" GRADED AGGREGATE BASE 235 SY 10$ 2,350$
DRIVEWAY APRON AND DRIVEWAY CONSTRUCTION 159 SY 100$ 15,900$
SPLITTER ISLANDS 11 INCH PLAIN PORTLAND CEMENT CONCRETE
PAVEMENT MIX # 7
567 SY $ 100 $ 56,700
PAVEMENT MARKING LANE MARKING ANY SIZE (W/Y) 4,800 LF 2$ 9,600$
CATEGORY 6: SHOULDERS 174,000$
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$
SIDEWALK & RAMPS 5" CONCRETE SIDEWALK 4,111 SF 9$ 36,999$
BARRIER TRAFFIC BARRIER W BEAM 1,000 LF 25$ 25,000$
FENCE REMOVE AND RESET EXISTING FENSE 1 LS 6,000$ 6,000$
CATEGORY 7: LANDSCAPING ITEMS 10% [% OF CATGR 2,5,6 ] 62,000$
CATEGORY 8: TRAFFIC/UTILITY ITEMS 25% [% OF CATGR 2,5,6 ] 154,000$
SUBTOTAL OF CATEGORIES 2,5,6 616,000$
SUBTOTAL OF CATEGORIES 2,5,6,7,8 832,000$
SUBTOTAL ROADWAY COST 1,250,000$
CONTINGENCY FACTOR (40%) 500,000$
NEAT CONSTRUCTION COST 1,750,000$
REMARKS:
COSTS ARE BASED UPON SHA COST ESTIMATING MANUAL.
ALL WORK IS ASSUMED TO BE WITHIN EXISTING RIGHT-OF-WAY
MAJOR QUANTITIES ESTIMATE
$331 per linear foot
NO STRUCTURES IN THIS SECTION