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HomeMy WebLinkAbout20260656 11 Federal St Site Plan Draft Traffic Report 08.21.2026August 19, 2026 Wilmorite Construction LLC Eric Wright, VP of Construction 1265 Scottsville Road Rochester, NY 124624 RE: Traffic Study for Saratoga Springs Condo Hotel, 11 Federal Street, City of Saratoga, Saratoga County, New York; CM Project R261149.00 Dear Mr. Wright: Creighton Manning Engineering & Surveying, PLLC (CM) has conducted a Traffic Assessment for the proposed Saratoga Springs Condo Hotel development located at 11 Federal Street in the City of Saratoga Springs. This assessment has been developed based on information provided in the site plan prepared by Newman Architects, PC dated June 15, 2026 (see Attachment A). 1.0 Project Description The proposed project includes the demolition of an existing vacant building located in the northwest corner of the Federal Street/Congress Street intersection and the construction of two new buildings that are connected by a two-floor lobby, office, and amenity area. The building located on the west side of Federal Street will consist of 21 condominium units and a spa with miscellaneous amenities for residents. The building located on the north side of Congress Street will include a hotel with 120 rooms, a 3,281 square-foot (SF) restaurant that will be accessible to the general public, meeting rooms, and miscellaneous amenities for hotel guests. Underground parking will be provided at the site with separate, full-access driveways for hotel guests and condominium residents. The proposed access for condominium residents will be provided on the west side of Federal Street approximately 300-feet north of Congress Street while the proposed access for hotel guests will be provided on the north side of Congress Street approximately 250-feet west of Federal Street. A drop-off area for the hotel will also be provided on the west side of Federal Street approximately 100-feet north of Congress Street. It is anticipated that the proposed development will be fully built and occupied by 2028. The project location is shown on Figure 1. 2.0 Existing Conditions Roadway Serving the Site Federal Street is classified as an urban local road that runs in a north-south direction between Washington Street and Congress Street. Federal Street has a total pavement width of 40-feet and provides one travel lane in each direction with on-street parking on both sides of the road. Five-foot wide sidewalks are provided on both sides of Federal Street and the City of Saratoga Springs has a citywide 25-mph speed limit. Figure 1: Project Area Study Intersection N Project Site DR A F T Mr. Eric Wright August 19, 2026 Page 2 of 8 Page 2 Congress Street is classified as an urban local road that runs in an east-west direction that extends from Broadway on the east to S. Franklin Street/Grand Avenue to the west. Congress Street provides 13 to 14-foot wide through lanes in each direction and a 12-foot wide two-way left-turn lane (TWLTL) near the project site. The TWLTL begins just east of the Congress Plaza parking lot driveway (directly adjacent to the project site) and ends at the Wendy’s driveway east of the site. On-street parking is not permitted on Congress Street immediately adjacent to the project site. Five to six-foot wide sidewalks are provided on both sides of Congress Street and the City of Saratoga Springs has a citywide 25-mph speed limit. Land uses along the road generally consist of commercial uses such Congress Park Centre and Congress Plaza. Study Area Intersection Federal Street/Congress Street – This is a three-leg intersection operating under stop-sign control on the southbound Federal Street approach. The eastbound Congress Street approach provides a TWLTL for exclusive left- turns and a through lane while the westbound Congress Street approach provides a single lane for shared through/right-turn movements. The southbound Federal Street approach provides one lane for shared left and right turn movements. There is a marked crosswalk on the west and north legs of the intersection. Sidewalks are also provided on both sides of Federal Street and Congress. Transit Accommodations The Capital District Transit Authority (CDTA) provides transit service in the project area on Broadway with the closest bus stop located approximately 0.15 miles east of the site. The following bus routes run near the project site on Broadway: • Route 450 (Schenectady to Wilton Mall via Route 50) – This route runs between the Gateway Plaza Mobility Hub in the City of Schenectady to the Wilton Mall in the Town of Wilton via NY Route 50. The service operates on weekdays and on weekends with a bus once every 50 minutes on average. • Route 540 (NX – Northway Express) – This is a commuter route that runs from the Empire State Plaza in the City of Albany up to the City of Saratoga Springs and the Village of Ballston Spa using I-787, I-87, and NY Route 50. The service operates on weekdays only with a bus approximately once every ½ hour (on average) in the morning from about 6:00 to 7:30 a.m. and during the afternoon from about 5:00 to 7:00 p.m. The details of these bus routes are located under Attachment B. Bus stops with small shelters are provided for Routes 450 & 540 on the east and west side of Broadway just north of Congress Street (see Photo #1). Good pedestrian connections are provided between the bus stops and the proposed Saratoga Springs Condo Hotel development. Pedestrian Accommodations Sidewalks are provided on all streets in the immediate vicinity of the proposed development. The sidewalks will be maintained adjacent to the new buildings. ADA compatible curb ramps with detectable warning strips will be maintained on the northwestern corner of the Congress Street/Federal Street intersection which connects to the marked crosswalks. Data Collection Turning movement counts were conducted at the study area intersection on Thursday, July 23, 2026 during the morning peak period (7:00 to 9:00 a.m.) and the evening peak period (4:00 to 6:00 p.m.) and on Saturday, July 25, 2026 during the Saturday mid-day peak period (11:00 a.m. to 2:00 p.m.). The observed peak hours occurred from 8:00 to 9:00 a.m. during the AM peak hour, from 4:15 to 5:15 p.m. during the PM peak hour, and from 11:00 a.m. to 12:00 p.m. during the Saturday peak hour. Photo #1 – CDTA Bus Shelter on Broadway DR A F T Mr. Eric Wright August 19, 2026 Page 3 of 8 Page 3 The Existing 2026 traffic volumes at the study area intersection during the AM, PM, and Saturday peak hours are shown on Figure 2-1. The raw turning movement count data is included under Attachment C. 3.0 Traffic Assessment Trip Generation Trip generation determines the quantity of traffic expected to travel to/from a given site. The Institute of Transportation Engineers (ITE) Trip Generation, 12th edition, is the industry standard used for estimating trip generation for proposed land uses based on data collected at similar uses. The trip generation of the proposed development was estimated using the following Land Use Codes (LUC): • LUC 310 for a Hotel • LUC 221 for Multifamily Housing (Mid-Rise) • LUC 931 for a Fine Dining Restaurant It is noted that many of the restaurant patrons will be hotel guests and condominium residents. In order to provide a conservative estimate, this analysis assumes that all restaurant patrons originate from outside of the development. Table 1 summarizes the trip generation for the proposed development for the weekday AM, PM, and Saturday mid- day peak hours which coincide with peak conditions of the adjacent street network and the proposed development. Table 1 – Trip Generation Summary Land Use Size AM Peak Hour PM Peak Hour Saturday Peak Hour Enter Exit Total Enter Exit Total Enter Exit Total Hotel (LUC 310) 120 Rooms 21 20 41 24 23 47 29 27 56 Multifamily Housing (Mid-Rise) (LUC 221) 21 Units 1 4 5 5 4 9 4 4 8 Fine Dining Restaurant (LUC 931) 3,281 SF 1 0 1 18 9 27 13 10 23 Total New Trips 23 24 47 47 36 83 46 41 87 The proposed project is expected to generate 47 new vehicle trips during the AM peak hour, 83 new vehicle trips during the PM peak hour, and 87 new vehicle trips during the Saturday mid-day peak hour. It is noted that this represents a conservative analysis since it does not account for an internal trip credit. Future Traffic Volumes To evaluate the impact of the proposed development, traffic projections were prepared for the expected year of completion, 2028. Historical traffic volume data found in the latest version of the Traffic Data Report published by NYSDOT indicates that traffic volumes on nearby roadways have generally decreased over the past several years; therefore, a general background growth rate of ¼ percent per year was applied to existing traffic on the study area roadways in order to provide a conservative analysis. In addition, CM contacted the City of Saratoga regarding any other planned/approved developments in the area that might affect future traffic volumes. It was determined that traffic from the proposed 64 Washington Street Residential Development would increase traffic conditions near the project site. It is noted that the general background growth rate will account for traffic associated with other developments located further away from the proposed project. These trips were added to the general background growth to develop the 2028 No-Build traffic volumes, representing future traffic volumes in the study area without the proposed development. These volumes are illustrated in Figure 2-2. Traffic generated by the project was distributed on the study area roadways based on the existing turning movement counts conducted at the study intersections and expected travel routes. The trip distribution patterns for the proposed development and the associated trip assignment volumes are shown on Figure 3 through Figure DR A F T Mr. Eric Wright August 19, 2026 Page 4 of 8 Page 4 5. It is noted that parking at the proposed development will be dedicated to condominium residents and hotel guests only. General public patrons of the restaurant will not be permitted to park in the underground parking lots on-site. It is assumed that restaurant patrons will use available nearby on-street parking on Federal Street, Washington Street, Congress Street, Broadway, Railroad Place, and Franklin Street. In addition, Congress Park Centre provides available parking immediately adjacent to the site that is free for the first 2-hours. Aerial 1 shows the streets that have available on-street parking options and the near-by parking lot. The site generated trips were added to the 2028 No-Build traffic volumes resulting in the 2028 Build traffic volumes for the weekday AM, weekday PM, and Saturday mid-day peak hours. The 2028 Build traffic volumes (Figure 6) represent the future traffic volumes after the project is complete. Traffic Operations Intersection Level of Service (LOS) and capacity analysis relate traffic volumes to the physical characteristics of an intersection. Intersection evaluations were made using the Synchro 12 Software, which automates the procedures contained in the Highway Capacity Manual. Table 2 summarizes the results of the level of service calculations for the proposed project. The detailed level of service analyses are included under Attachment D. Table 2 – Level of Service Summary Intersection Control AM Peak Hour PM Peak Hour Saturday Peak Hour 2026 Existing 2028 No-Build 2028 Build 2026 Existing 2028 No-Build 2028 Build 2026 Existing 2028 No-Build 2028 Build Congress Street/Federal Street U Congress Street EB Federal Street SB L LR A (7.8) B (11.3) A (7.8) B (11.4) A (7.8) B (11.4) A (8.1) B (13.3) A (8.1) B (13.4) A (8.1) B (14.1) A(8.1) B (12.8) A (8.1) B (12.9) A (8.2) B (13.6) Federal Street/Site Driveway U Federal Street NB Site Driveway EB L LR -- -- -- -- A (7.4) A (9.3) -- -- -- -- A (7.5) A (9.5) -- -- -- -- A (7.4) A (9.4) Congress Street/Site Driveway U Congress Street EB Site Driveway SB L LR -- -- -- -- A (7.6) B (10.5) -- -- -- -- A (7.9) B (11.8) -- -- -- -- A (7.8) B (11.8) U = Unsignalized intersection EB, WB, NB, SB = Eastbound, Westbound, Northbound, and Southbound intersection approaches L, T, R = Left-turn, Through, and/or Right-turn movements X (Y.Y) = Level of service (Average delay in seconds per vehicle) Congress Plaza Centre Parking Aerial 1: Parking Areas Project Site DR A F T Mr. Eric Wright August 19, 2026 Page 5 of 8 Page 5 The impact of the project can be described by comparing the analysis of the No-Build and Build operating conditions: • Congress Street/Congress Street – The level of service analysis indicates that the southbound Federal Street approach will operate at LOS B through full build-out of the site with an increase in average vehicle delay less than one second during the peak hours. In addition, the eastbound left-turn movement from Congress Street will operate at LOS A during the peak hours through Build conditions. No mitigation is recommended. • Federal Street/Site Driveway – It is recommended that the eastbound Site Driveway operate under stop-sign control and provide one lane entering and exiting the site. The level of service analysis indicates that all movements at this intersection will operate at LOS A after build-out of the site during the peak hours. • Congress Street/Site Driveway – It is recommended that the southbound Site Driveway operate under stop- sign control and provide one lane entering and exiting the site. The level of service analysis indicates that the eastbound left-turn movement from Congress Street will operate at LOS A while the southbound Site Driveway approach will operate at LOS B after build-out of the site during the peak hours. 4.0 Site Access Assessment Congress Street Hotel Driveway – As noted above, access to the underground parking lot associated with the hotel use will be provided via one driveway located on Congress Street approximately 250-feet west of the unsignalized Federal Steet intersection. This will replace an existing curb cut located in approximately the same location. The site plan shows an approximate 40-foot long loading zone in front of the proposed building located just east of the parking lot driveway (See Figure 7). It is noted that vehicles and delivery trucks within the loading zone may temporarily limit sight lines looking left for motorists trying to exit the parking lot driveway; however, this condition is similar to other driveways located in urban settings. It is noted that on-street parking is not permitted on Congress Street in the vicinity of the proposed Site Driveway associated with the hotel use. Federal Street Condominium Driveway – Access to the underground parking lot associated with the condominiums will be provided via one driveway located on Federal Street approximately 300-feet north of the unsignalized Congress Steet intersection and approximately 150-feet south of the signalized Washington Street intersection. This will replace an existing curb cut located along the project frontage. It is noted that sight lines for motorist entering and exiting the underground parking lot driveway should be maintained to the extent possible. A review of the Manual on Uniform Traffic Control Devices – 2023 (MUTCD) indicates that there should be a minimum 20-foot “No Parking Zone” provided between an intersection and on-street parking in order to provide adequate sight lines which is based on the Uniform Vehicle Code (UVC). It is recommended that an approximate 20-foot “No Parking Zone” be provided on either side of the proposed Site Driveway on Federal Street as shown on Figure 8. Proposed Loading Zone Figure 7 – Driveway Layout on Congress Street Figure 8 – “No Parking Zones” and Loading Zone on Federal Street Sight Line DR A F T Mr. Eric Wright August 19, 2026 Page 6 of 8 Page 6 A review of the site plan indicates that an approximate 40-foot long loading/drop-off zone is proposed south of the Site Driveway near the main condominium entrance. It is recommended that the loading area for condominium residents be limited to 15-minute parking similar to what is provided in front of The Saratoga Hilton. Figure 8 shows the unobstructed sight line from the Site Driveway through the “No Parking Zone”. It is noted that sight lines that pass through the adjacent loading zone could be temporarily impacted by a vehicle or delivery truck if it was stopped in that area. It is noted that these conditions are consistent with other urban areas and it is anticipated that motorist will edge forward to see around any sight line obstructions. Federal Street Hotel Lobby Loop – The site plan indicates that a loop driveway will be provided so that patrons of the hotel can be dropped off at the main lobby on Federal Street (see Figure 8). Similar “No Parking Zones” should also be considered near the exit of the driveway loop to maintain sight lines. Parking Lot Driveway Recommendations It is noted that vehicles exiting the underground parking lots will have limited sight distance to pedestrians as they approach the sidewalk when exiting the parking lots due to the structure of the buildings; however, this condition is similar to the existing parking garage access provided at 70 Railroad Avenue as shown on Photo 2. It is recommended that the following conditions be implemented in order to minimize driver and pedestrian conflicts at the parking lot driveway intersections on Federal Street and Congress Street: • Provide “Stop” signs (MUTCD Sign R1-1) on the minor street approaches of both parking lot driveways. • Ensure that the parking ramp to sidewalk transition does not exceed six percent. • Provide “In-Street Pedestrian Crossing “signs (MUTCD R1-6) to alert motorists as they enter and exit the parking lots of possible pedestrian conflicts similar to those provided at the Woodland Avenue Parking Garage (See Photo 3). • Provide curb ramps from the sidewalks prior to the driveways so that pedestrians are aware that they are crossing a driveway. A sidewalk treatment should be extended across the driveways to provide a visual cue to drivers as they exit the parking lots. A similar treatment is provided at the Price Chopper parking garage on Railroad Avenue (See Photo 4). 5.0 Conclusions The proposed project includes the demolition of an existing vacant building located in the northwest corner of the Federal Street/Congress Street intersection and the construction of two new buildings that are connected by a two- floor lobby, office, and amenity area. The building located on the west side of Federal Street will consist of 21 condominium units and a spa with miscellaneous amenities for residents. The building located on the north side of Photo 2 – 70 Railroad Avenue Parking Access Photo 4 – Price Chopper Parking Garage Pedestrian Treatment Photo 3 – Pedestrian Sign at Woodlawn Avenue Parking Garage DR A F T Mr. Eric Wright August 19, 2026 Page 7 of 8 Page 7 Congress Street will include a hotel with 120 rooms, a 3,281 SF restaurant that will be accessible to the general public, meeting rooms, and miscellaneous amenities for hotel guests. Underground parking will be provided at the site with separate, full-access driveways for hotel guests and condominium residents. The proposed access for condominium residents will be provided on the west side of Federal Street approximately 300-feet north of Congress Street while the proposed access for hotel guests will be provided on the north side of Congress Street approximately 250-feet west of Federal Street. A drop-off area for the hotel will also be provided on the west side of Federal Street approximately 100-feet north of Congress Street. It is anticipated that the proposed development will be fully built and occupied by 2028. The following is noted regarding the proposed project: • Sidewalks are provided on all streets in the immediate vicinity of the proposed development. The sidewalks will be maintained adjacent to the new buildings. ADA compatible curb ramps with detectable warning strips will be maintained on the northwestern corner of the Congress Street/Federal Street intersection which connects to the marked crosswalks. Good pedestrian connections are provided between the bus stops and the proposed Saratoga Springs Condo Hotel development. • The proposed project is expected to generate 47 new vehicle trips during the AM peak hour, 83 new vehicle trips during the PM peak hour, and 87 new vehicle trips during the Saturday mid-day peak hour. It is noted that this represents a conservative analysis since it does not account for an internal trip credit. • On-site parking for the proposed development will be dedicated to condominium residents and hotel guests only. General public patrons of the restaurant will not be permitted to park in the underground parking lots on-site. It is assumed that restaurant patrons will use available nearby on-street parking on Federal Street, Washington Street, Congress Street, Broadway, Railroad Place, and Franklin Street. In addition, Congress Park Centre provides available parking immediately adjacent to the site that is free for the first 2-hours. • The level of service analysis indicates that the study intersection will continue to operate at good levels of service after development of the site during the peak hours. • It is recommended that the Site Driveway approaches provide one lane entering and exiting the site and operating under stop control. The level of service analysis indicates that all movements at the Site Driveway intersections will operate at LOS B or better after build-out of the site during the peak hours. • It is recommended that an approximate 20-foot “No Parking Zone” be provided on either side of the proposed Site Driveway on Federal Street. • An approximate 40-foot long loading/drop-off zone is proposed on Federal Street south of the Site Driveway near the main condominium entrance. It is recommended that the loading area for condominium residents be limited to 15-minute parking. • A loop driveway will be provided so that patrons of the hotel can be dropped off at the main lobby on Federal Street. Similar “No Parking Zones” should be considered near the exit of the driveway loop to maintain sight lines. • It is noted that vehicles exiting the underground parking lots will have limited sight distance to pedestrians as they approach the sidewalk when exiting the parking lots due to the structure of the buildings; however, this condition is similar to the existing parking garage access provided at 70 Railroad Avenue as shown on Photo 2. It is recommended that the following conditions be implemented in order to minimize driver and pedestrian conflicts at the parking lot driveway intersections on Federal Street and Congress Street: o Provide “Stop” signs on the minor street approaches of both parking lot driveways. o Ensure that the parking ramp to sidewalk transition does not exceed six percent. o Provide “In-Street Pedestrian Crossing “signs to alert motorists as they enter and exit the parking lots of possible pedestrian conflicts similar. o Provide curb ramps from the sidewalks prior to the driveways so that pedestrians are aware that they are crossing a driveway. A sidewalk treatment should be extended across the driveways to provide a visual cue to drivers as they exit the parking lots. DR A F T Mr. Eric Wright August 19, 2026 Page 8 of 8 Page 8 Please feel free to call our office if you have any questions or comments regarding the above evaluation. Respectfully submitted, Creighton Manning Engineering & Surveying, PLLC Mark Nadolny Matt Flaherty, PE (NY, MA) Associate Project Engineer Z:\2026\R261149.00 - LA Group-Toga Condo Hotel\Working Docs\Traffic\Reports\20260819_ltr rpt_R261149.docx DR A F T EXISTING 2026 TRAFFIC VOLUMES NO-BUILD 2028 TRAFFIC VOLUMES N N 1 2 Z : \ 2 0 2 6 \ R 2 6 1 1 4 9 . 0 0 - L A G r o u p - T o g a C o n d o H o t e l \ C A D \ B C A D \ d g n _ c o n n e c t 2 0 2 3 \ f i g u r e s \ R 2 6 1 1 4 9 . 0 0 _ f i g _ t r a f _ 0 1 . d g n PROJECT: DATE: FIGURE:2CITY OF SARATOGA SPRINGS, NY SARATOGA SPRINGS CONDO HOTEL R261149.00 08/2026 TRAFFIC VOLUMES EXISTING AND NO-BUILD D R W Y S I T E AM PEAK HOUR (PM PEAK HOUR) [SATURDAY PEAK HOUR] AM PEAK HOUR (PM PEAK HOUR) [SATURDAY PEAK HOUR] 1 8 ( 2 7 ) [ 2 5 ] 5 5 ( 1 0 8 ) [ 7 4 ] 85 (79) [83] 111 (252) [196] [18] (19) 11 [196] (192) 137 DRWY SITE F E D E R A L S T CONGRESS ST SITE D R W Y S I T E 1 9 ( 2 8 ) [ 2 6 ] 5 5 ( 1 0 9 ) [ 7 4 ] 85 (79) [83] 116 (257) [200] [19] (20) 12 [201] (196) 143 DRWY SITE F E D E R A L S T CONGRESS ST SITEDR A F T TRIP DISTRIBUTION CONDOMINIUM TRIP ASSIGNMENT CONDOMINIUM N N 1 2 Z : \ 2 0 2 6 \ R 2 6 1 1 4 9 . 0 0 - L A G r o u p - T o g a C o n d o H o t e l \ C A D \ B C A D \ d g n _ c o n n e c t 2 0 2 3 \ f i g u r e s \ R 2 6 1 1 4 9 . 0 0 _ f i g _ t r a f _ 0 1 . d g n PROJECT: DATE: FIGURE:3CITY OF SARATOGA SPRINGS, NY SARATOGA SPRINGS CONDO HOTEL R261149.00 08/2026 TRIP DISTRIBUTION AND ASSIGNMENT CONDOMINIUM D R W Y S I T E ENTERING (EXITING) AM PEAK HOUR (PM PEAK HOUR) [SATURDAY PEAK HOUR] ( 2 0 % ) ( 3 5 % ) 35% 20% 45 % 5 5 % (45%) (55%) DRWY SITE (20%) 20% F E D E R A L S T CONGRESS ST SITE D R W Y S I T E 1 ( 1 ) [ 1 ] 1 ( 1 ) [ 1 ] 1 (2) [1] [1] (1) 0 0 ( 2 ) [ 2 ] [ 2 ] ( 3 ) 1 [2] (2) 2 [2] (2) 2 DRWY SITE 1 (1) [1] [1] (1) 0 F E D E R A L S T CONGRESS ST SITE TRIP DISTRIBUTION CONDOMINIUM TRIP ASSIGNMENT CONDOMINIUM N N 1 2 Z : \ 2 0 2 6 \ R 2 6 1 1 4 9 . 0 0 - L A G r o u p - T o g a C o n d o H o t e l \ C A D \ B C A D \ d g n _ c o n n e c t 2 0 2 3 \ f i g u r e s \ R 2 6 1 1 4 9 . 0 0 _ f i g _ t r a f _ 0 1 . d g n PROJECT: DATE: FIGURE:3CITY OF SARATOGA SPRINGS, NY SARATOGA SPRINGS CONDO HOTEL R261149.00 08/2026 TRIP DISTRIBUTION AND ASSIGNMENT CONDOMINIUM D R W Y S I T E ENTERING (EXITING) AM PEAK HOUR (PM PEAK HOUR) [SATURDAY PEAK HOUR] ( 2 0 % ) ( 3 5 % ) 35% 20% 45 % 5 5 % (45%) (55%) DRWY SITE (20%) 20% F E D E R A L S T CONGRESS ST SITE D R W Y S I T E 1 ( 1 ) [ 1 ] 1 ( 1 ) [ 1 ] 1 (2) [1] [1] (1) 0 0 ( 2 ) [ 2 ] [ 2 ] ( 3 ) 1 [2] (2) 2 [2] (2) 2 DRWY SITE 1 (1) [1] [1] (1) 0 F E D E R A L S T CONGRESS ST SITEDR A F T TRIP DISTRIBUTION HOTEL TRIP ASSIGNMENT HOTEL N N 1 2 Z : \ 2 0 2 6 \ R 2 6 1 1 4 9 . 0 0 - L A G r o u p - T o g a C o n d o H o t e l \ C A D \ B C A D \ d g n _ c o n n e c t 2 0 2 3 \ f i g u r e s \ R 2 6 1 1 4 9 . 0 0 _ f i g _ t r a f _ 0 1 . d g n PROJECT: DATE: FIGURE:4CITY OF SARATOGA SPRINGS, NY SARATOGA SPRINGS CONDO HOTEL R261149.00 08/2026 TRIP DISTRIBUTION AND ASSIGNMENT HOTEL D R W Y S I T E ENTERING (EXITING) AM PEAK HOUR (PM PEAK HOUR) [SATURDAY PEAK HOUR] 2 0 % 45% (20%) (45%) 20 % ( 2 0 % ) DRWY SITE ( 3 5 % ) ( 6 5 % ) 65% 35% F E D E R A L S T CONGRESS ST SITE D R W Y S I T E 4 ( 5 ) [ 6 ] 10 (11) [13] [6] (5) 4 [12] (10) 9 4 ( 5 ) [ 6 ] [ 6 ] ( 5 ) 4 DRWY SITE 7 ( 8 ) [ 9 ] 1 3 ( 1 5 ) [ 1 8 ] 14 (16) [19] [10] (8) 7 F E D E R A L S T CONGRESS ST SITEDR A F T TRIP DISTRIBUTION RESTAURANT TRIP ASSIGNMENT RESTAURANT N N 1 2 Z : \ 2 0 2 6 \ R 2 6 1 1 4 9 . 0 0 - L A G r o u p - T o g a C o n d o H o t e l \ C A D \ B C A D \ d g n _ c o n n e c t 2 0 2 3 \ f i g u r e s \ R 2 6 1 1 4 9 . 0 0 _ f i g _ t r a f _ 0 1 . d g n PROJECT: DATE: FIGURE:5CITY OF SARATOGA SPRINGS, NY SARATOGA SPRINGS CONDO HOTEL R261149.00 08/2026 TRIP DISTRIBUTION AND ASSIGNMENT RESTAURANT D R W Y S I T E ENTERING (EXITING) AM PEAK HOUR (PM PEAK HOUR) [SATURDAY PEAK HOUR] 1 5 % ( 5 % ) 5% (15%) (25%) 25% 1 5 % ( 5 % ) (1 5 % ) 5 % DRWY SITE (25%) 25% F E D E R A L S T CONGRESS ST SITE D R W Y S I T E 0 ( 3 ) [ 3 ] 0 (2) [3] 0 (2) [3] [3] (5) 0 0 ( 3 ) [ 3 ] [ 3 ] ( 2 ) 0 DRWY SITE 0 (2) [3] [3] (5) 0 F E D E R A L S T CONGRESS ST SITEDR A F T BUILD 2028 TRAFFIC VOLUMES N 1 Z : \ 2 0 2 6 \ R 2 6 1 1 4 9 . 0 0 - L A G r o u p - T o g a C o n d o H o t e l \ C A D \ B C A D \ d g n _ c o n n e c t 2 0 2 3 \ f i g u r e s \ R 2 6 1 1 4 9 . 0 0 _ f i g _ t r a f _ 0 1 . d g n PROJECT: DATE: FIGURE:6CITY OF SARATOGA SPRINGS, NY SARATOGA SPRINGS CONDO HOTEL R261149.00 08/2026 TRAFFIC VOLUMES BUILD D R W Y S I T E AM PEAK HOUR (PM PEAK HOUR) [SATURDAY PEAK HOUR] 2 4 ( 3 4 ) [ 3 3 ] 5 6 ( 1 1 3 ) [ 7 8 ] 86 (83) [88] 126 (270) [216] [26] (26) 16 [216] (211) 152 0 ( 2 ) [ 2 ] 7 8 ( 1 4 5 ) [ 1 0 9 ] [ 2 ] ( 3 ) 1 [ 1 1 2 ] ( 1 0 6 ) 1 0 1 [2] (2) 2 [2] (2) 2 DRWY SITE 7 ( 8 ) [ 9 ] 1 3 ( 1 5 ) [ 1 8 ] 14 (16) [19] 136 (288) [230] [10] (8) 7 [224] (222) 155 F E D E R A L S T CONGRESS ST SITE DR A F T Attachment A 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&KXUFK6WUHHWWK)ORRU 1HZ+DYHQ&7 )D[ ZZZQHZPDQDUFKLWHFWVFRP $X W R G H V N  ' R F V            B 6 D U D W R J D  6 S U L Q J V  + R W H O          B 6 D U D W R JD  6 S U L Q J V  & R Q G R  + R W H O  U Y W                   3 0 $VLQGLFDWHG  $ )/22529(5$//3/$1 )('(5$/675((7 6$5$72*$635,1*61< 6$5$72*$ 635,1*6&21'2 +27(/ 7+(/$*5283 /21*$//(< 6$5$72*$635,1*61<  :,/025,7(&216758&7,21 6&27769,//(52$' 52&+(67(51<  06 06 '(0268%0,66,21  3/$1127(6 'HVFULSWLRQ   $ 7+)/ 5(9,6,216 12 '$7('(6&5,37,21 DR A F T Attachment B CDTA Bus Routes Saratoga Condo Hotel City of Saratoga Springs, New York DR A F T Schenectady Wilton Mall via Route 50 between Downtown Schenectady, Saratoga, and Wilton via Route 50 450 Schedule EF F E C T I V E J A N U A R Y 2 6 , 2 0 2 5 FARE INFORMATION Fares (US coins and $1, $5 – dollar bills are accepted; fareboxes do not make change) Cash Fares: Base Fare -.....................................$1.50 Base Half Fare -.............................$0.75 BusPlus Fare - .................................$2.00 BusPlus Half Fare - ..........................$1.00 Navigator Smart Card and Mobile App Fares: Pay As You Go Fare - $1.30 for each of the first three rides, while the fourth and up are free for the rest of the day. Pay As You Go Half Fare - $0.65 for each of the first three rides, while the fourth and up are free for the rest of the day. Frequent Rider - $65 for unlimited rides for 31 consecutive days from the first day of use. Frequent Rider Half Fare -$32.50 for unlimited rides for 31 consecutive days from the first day of use. Children 46” and under ride free when accompanied by a fare paying adult. Citizens age 65 and over, disabled individuals, Medicare card holder, and veterans are entitled to ride for half fare on CDTA’s fixed route service. A valid Half Fare Navigator card is required when paying half fare on the bus. CDTA’s policy is to be fully compliant with Title VI of the 1964 Civil Right Act, which states that no one shall be excluded from participation in, denied the benefits of or discriminated against due to race, color, or national origin. Members of public may request information on this policy or file a Title VI complaint through CDTA’s website @ www.cdta.org or by calling 518-482-8822. SUNDAY SUNDAY Schenectady to Wilton via Route 50 3 4 62 9 630a 700a 740a 820a 900a 940a 1020a 1100a 1140a 1220p 100p 140p 210p 255p 335p 415p 455p 535p 615p 655p 735p 1033p 641a 710a 750a 830a 911a 951a 1031a 1111a 1151a 1231p 111p 151p 222p 306p 346p 426p 506p 546p 626p 705p 745p 1044p 647a ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 228p ..... ..... ..... ..... ..... ..... ..... ..... 1050p ..... 717a 757a 838a 919a 959a 1040a 1120a 1200p 1240p 120p 200p 242p 314p 354p 434p 514p 554p 634p 713p 752p ..... ..... 730a 810a 851a 932a 1012a 1053a 1133a 1213p 1253p 133p 213p 255p 327p 407p 447p 527p 607p 646p 725p 804p ..... ..... 741a 821a 902a 943a 1024a 1105a 1145a 1225p 104p 144p 224p 305p 338p 418p 458p 537p 617p 656p 735p 814p ..... ..... 744a 824a 905a 946a 1027a 1108a 1148a 1228p 107p 147p 227p 309p 341p 421p 501p 540p 620p 658p 737p 816p ..... ..... 756a 836a 917a 958a 1039a 1121a 1201p 1241p 120p 200p 240p 321p 354p 434p 513p 552p 631p 709p 748p 827p ..... ..... ..... ..... ..... ..... 1046a 1128a 1208p 1248p 127p 207p 247p 330p 401p 441p 520p 559p ..... ..... ..... ..... ..... 11 Wilton to Schenectady via Route 50 128 3468 2911121 1 ..... ..... ..... ..... ..... 1050a 1130a 1210p 1250p 130p 210p 250p 330p 410p 450p 530p 610p ..... ..... ..... ..... ..... ..... 810a 850a 930a 1010a 1053a 1133a 1213p 1253p 133p 214p 253p 333p 413p 453p 533p 613p 653p 733p 813p 853p ..... ..... 819a 859a 941a 1021a 1105a 1146a 1226p 106p 146p 226p 306p 345p 425p 505p 545p 625p 705p 744p 824p 904p ..... ..... 822a 902a 944a 1024a 1108a 1149a 1229p 109p 149p 230p 309p 349p 429p 509p 549p 628p 708p 747p 827p 907p ..... ..... 832a 912a 955a 1036a 1120a 1201p 1241p 120p 200p 241p 320p 400p 440p 520p 600p 639p 719p 758p 837p 917p ..... ..... 844a 925a 1008a 1048a 1132a 1213p 1253p 133p 213p 253p 333p 413p 452p 532p 612p 651p 731p 810p 849p 929p ..... 710a ..... ..... ..... ..... ..... ..... ..... ..... ..... 307p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 1105p 716a 851a 932a 1015a 1056a 1140a 1221p 101p 141p 221p 313p 341p 421p 500p 540p 620p 659p 738p 817p 856p 936p 1111p 726a 905a 946a 1029a 1110a 1154a 1235p 115p 155p 235p 323p 355p 435p 513p 553p 633p 712p 751p 830p 909p 949p 1122p Ga t e w a y Pl a z a St a t i o n Gl e n d a l e Nu r s i n g Ho m e 20 4 R t 5 0 Ta r g e t Gl e n v i l l e Wi l t o n Ma l l Rt 5 0 & Ma l t a A v e Ba l l s t o n A v e & M a r k e t 3 2 Pl a z a Br o a d w a y @ C o n g r e s s Pa r k Wa l m a r t - Wi l t o n Rt 5 0 & La k e H i l l R d Gl e n d a l e Nu r s i n g H o m e Rt 5 0 & La k e H i l l R d Rt 5 0 & Wa s h i n g t o n S t Rt 5 0 @ Ta r g e t G l e n v i l l e Wa l m a r t - Wi l t o n Wi l t o n Ma l l Br o a d w a y @ Co n g r e s s P a r k Ce n t r e Ba l l s t o n A v e & S o u t h S t (M a r k e t 3 2 P l a z a ) Ga t e w a y P l a z a Mo b i l i t y Ce n t e r www.cdta.org 518-482-8822 DR A F T MONDAY - FRIDAY Schenectady to Wilton via Route 50 1 Ga t e w a y P l a z a Mo b i l i t y H u b 455a 545a 635a 710a 740a 810a 840a 910a 940a 1010a 1040a 1110a 1140a 1210p 1240p 110p 140p 210p 240p 310p 340p 410p 440p 510p 540p 610p 640p 710p 740p 830p 920p 920p 1010p 1040p 507a 557a 647a 722a 752a 821a 852a 922a 951a 1022a 1051a 1122a 1152a 1222p 1252p 122p 152p 222p 253p 322p 352p 422p 452p 523p 553p 621p 651p 721p 751p 841p 931p 931p 1021p 1051p ..... ..... 653a ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 228p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 1057p 515a 605a 707a 730a 800a 829a 901a 930a 959a 1031a 1059a 1130a 1202p 1230p 101p 130p 201p 243p 302p 331p 401p 431p 502p 532p 602p 629p 659p 729p 759p 849p 939p 939p 1029p 1111p ..... ..... ..... 745a ..... ..... 916a ..... ..... 1046a ..... ..... 1216p ..... ..... 145p ..... ..... 317p ..... ..... ..... 517p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 529a 619a 721a 749a 814a 842a 920a 943a 1014a 1050a 1112a 1143a 1220p 1243p 115p 149p 215p 257p 321p 345p 415p 445p 522p 545p 615p 641p 711p 741p 811p 901p 951p 951p 1041p 1123p ..... 628a ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 355p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 540a 637a 732a 801a 825a 854a 931a 954a 1024a 1103a 1121a 1155a 1233p 1255p 127p 201p 227p 309p 333p 404p 427p 457p 534p 557p 627p 651p 721p 751p 821p 911p 1001p 1001p 1051p 1133p 543a 640a 735a 804a 828a 857a 934a 958a 1030a 1106a 1125a 1158a 1236p 1258p 130p 204p 230p 312p 336p 407p 430p 500p 537p 600p 630p 654p 724p 754p 824p 914p 1004p 1004p 1054p 1136p ..... ..... ..... ..... ..... 904a ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 555a 652a 747a 816a 840a 914a 946a 1011a 1043a 1119a 1138a 1211p 1249p 111p 143p 217p 243p 325p 349p 420p 443p 513p 551p 613p 643p 705p 735p 805p 835p 925p 1015p 1015p 1105p 1147p ..... ..... 755a 824a 848a 923a 954a 1019a 1051a 1127a 1146a 1219p 1257p 119p 151p 225p 251p 333p 357p 428p 451p 521p 559p 621p 651p 713p 743p 813p 843p ..... ..... ..... ..... ..... 3 Gl e n d a l e Ho m e 4 Rt 5 0 & La k e H i l l R d 5 Sa r a t o g a Co u n t y S o c i a l Se r v i c e s 6 13 4 M i l t o n A v e 8 Ba l l s t o n A v e & Ma r k e t 3 2 P l a z a 2 20 4 R t 5 0 (T a r g e t G l e n v i l l e ) 9 Br o a d w a y @ Co n g r e s s P a r k Hi g h R o c k Av e & Ci r c u l a r S t 10 SATURDAY SATURDAY Schenectady to Wilton via Route 50 1 Ga t e w a y Pl a z a St a t i o n 3 Gl e n d a l e Nu r s i n g Ho m e 4 62 20 4 R t 5 0 Ta r g e t Gl e n v i l l e 9 503a 553a 643a 733a 808a 843a 918a 953a 1028a 1103a 1138a 1213p 1248p 123p 158p 233p 308p 343p 418p 453p 528p 603p 638p 713p 748p 833p 918p 1003p 1033p 512a 603a 653a 743a 818a 853a 929a 1004a 1039a 1114a 1149a 1224p 1259p 134p 209p 245p 319p 354p 429p 504p 539p 614p 648p 723p 758p 843p 928p 1013p 1045p ..... ..... 658a ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 251p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 1051p 518a 609a 700a 750a 826a 901a 937a 1012a 1048a 1123a 1158a 1233p 108p 143p 218p 306p 327p 402p 437p 512p 547p 622p 656p 730p 805p 850p 935p 1020p ..... 529a 621a 712a 803a 839a 914a 950a 1025a 1101a 1136a 1211p 1246p 121p 156p 231p 320p 340p 415p 450p 525p 600p 634p 708p 742p 817p 902p 946p 1031p ..... 539a 632a 723a 814a 850a 925a 1001a 1037a 111 3a 1148a 1223p 1257p 132p 207p 242p 333p 351p 426p 501p 535p 610p 644p 718p 752p 827p 912p 956p 1041p ..... 542a 635a 726a 817a 853a 928a 1004a 1040a 1116a 1151a 1226p 100p 135p 210p 245p 337p 354p 429p 504p 538p 613p 647p 720p 754p 829p 914p 958p 1043p ..... 553a 647a 738a 829a 905a 940a 1016a 1052a 1129a 1204p 1239p 113p 148p 223p 258p 351p 407p 441p 516p 550p 624p 658p 731p 805p 840p 925p 1009p 1054p ..... ..... ..... ..... ..... 912a 947a 1023a 1059a 1136a 1211p 1246p 120p 155p 230p 305p 358p 414p 448p 523p 557p 631p 705p 738p 812p 847p ..... ..... ..... ..... ..... ..... ..... ..... 912a 947a 1022a 1057a 1132a 1207p 1242p 117p 152p 222p 302p 337p 412p 447p 522p 557p 632p 707p 742p 827p ..... ..... ..... 610a 700a 750a 840a 915a 950a 1025a 1100a 1135a 1210p 1245p 120p 155p 226p 305p 340p 415p 450p 525p 600p 635p 710p 745p 830p 916p 1001p 1046p 619a 709a 759a 849a 926a 1001a 1036a 1112a 1148a 1223p 1258p 133p 208p 239p 318p 352p 427p 502p 537p 612p 647p 721p 756p 841p 926p 1013p 1056p 621a 712a 802a 852a 929a 1004a 1039a 1115a 1151a 1226p 101p 136p 211p 243p 321p 356p 431p 506p 541p 616p 650p 724p 759p 844p 929p 1017p 1059p 630a 722a 812a 902a 939a 1015a 1051a 1127a 1203p 1238p 113p 147p 222p 255p 332p 407p 442p 517p 552p 627p 701p 735p 809p 854p 939p 1028p 1109p 642a 734a 824a 915a 952a 1028a 1103a 1139a 1215p 1250p 125p 200p 235p 308p 345p 420p 454p 529p 604p 639p 713p 747p 821p 906p 951p 1041p 1120p 655a ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 322p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 1055p ..... 701a 740a 830a 922a 959a 1035a 1111a 1147a 1223p 1258p 133p 208p 243p 328p 353p 428p 503p 538p 612p 647p 721p 754p 828p 913p 958p 1101p 1127p 712a 755a 845a 937a 1013a 1049a 1125a 1201p 1237p 112p 147p 222p 257p 339p 407p 442p 516p 551p 626p 701p 735p 808p 841p 926p 1011p 1112p 1139p 11 Wilton to Schenectady via Route 50 Gl e n d a l e Nu r s i n g H o m e Rt 5 0 & La k e H i l l R d Rt 5 0 & Wa s h i n g t o n S t Rt 5 0 @ Ta r g e t G l e n v i l l e Wa l m a r t - Wi l t o n 11 Wa l m a r t - W i l t o n MONDAY - FRIDAY Wilton to Schenectady via Route 50 2457 18910311 12 Wi l t o n Ma l l Rt 5 0 & Ma l t a A v e Ba l l s t o n A v e & M a r k e t 3 2 Pl a z a 8 Br o a d w a y @ C o n g r e s s Pa r k Wa l m a r t - Wi l t o n Rt 5 0 & La k e H i l l R d 3468 29 11112 Wi l t o n Ma l l Br o a d w a y @ Co n g r e s s P a r k Ce n t r e Ba l l s t o n A v e & S o u t h S t (M a r k e t 3 2 P l a z a ) 7 Ro w l a n d S t & Ge y s e r R d 6 ..... ..... ..... 730a 800a 830a 900a 930a 1000a 1030a 1100a 1130a 1200p 1230p 100p 130p 200p 230p 300p 333p 400p 430p 500p 530p 600p 630p 700p 730p 800p 800p 830p ..... ..... ..... 523a 613a 703a 734a 804a 834a 904a 933a 1003a 1033a 1103a 1133a 1203p 1233p 104p 134p 204p 234p 303p 336p 403p 433p 503p 533p 603p 633p 704p 734p 804p 804p 834p 924p 1014p 1119p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 314p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 533a 623a 713a 744a 814a 844a 914a 944a 1014a 1045a 1114a 1146a 1215p 1246p 116p 146p 216p 246p 322p 350p 416p 446p 517p 546p 616p 646p 715p 745p 815p 815p 845p 935p 1025p 1130p 536a 626a 716a 747a 817a 847a 917a 947a 1017a 1048a 1118a 1150a 1218p 1250p 120p 149p 220p 250p 325p 354p 419p 449p 521p 549p 619p 649p 718p 748p 818p 818p 848p 938p 1028p 1133p ..... 635a ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 335p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 547a 644a 727a 758a 828a 858a 928a 958a 1028a 1100a 1129a 1201p 1230p 101p 132p 201p 232p 302p 344p 406p 431p 501p 533p 601p 631p 701p 729p 759p 829p 829p 859p 949p 1039p 1144p ..... ..... 730a ..... ..... ..... 931a ..... ..... 1103a ..... ..... 1233p ..... ..... 204p ..... ..... ..... 409p ..... ..... 536p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 600a 657a 743a 811a 841a 911a 944a 1011a 1041a 1117a 1142a 1215p 1247p 115p 145p 218p 245p 315p 358p 424p 445p 515p 551p 615p 645p 715p 741p 811p 841p 841p 911p 1001p 1051p 1156p ..... 709a ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 329p ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... 1105p 1210a 606a 715a 751a 817a 847a 917a 952a 1019a 1049a 1125a 1150a 1222p 1255p 122p 153p 226p 253p 335p 406p 433p 453p 523p 600p 623p 653p 723p 749p 819p 849p 849p 919p 1009p 1111p 1216a 616a 725a 802a 827a 857a 927a 1003a 1033a 1103a 1136a 1204p 1236p 106p 136p 207p 237p 307p 349p 418p 445p 505p 535p 612p 635p 705p 735p 759p 829p 859p 859p 929p 1019p 1121p 1226a Ga t e w a y P l a z a Mo b i l i t y Ce n t e r Gl e n d a l e Nu s i n g H o m e Rt 5 0 & Wa s h i n g t o n S t Ge y s e r R d & Ro w l a n d S t Rt 5 0 @ T a r g e t Gl e n v i l l e Ga t e w a y P l a z a Mo b i l i t y H u b Rt 5 0 & L a k e H i l l R d 12 Wi l t o n M a l l 12 Wi l t o n M a l l Wa l m a r t - Wi l t o n Hi g h R o c k A v e & N e l s o n A v e Br o a d w a y @ Co n g r e s s P a r k Ba l l s t o n A v e & So u t h S t ( M a r k e t 32 P l a z a ) Sa r a t o g a Co u n t y S o c i a l Se r v i c e s DR A F T www.cdta.org | 518-482-8822 Title VI & ADA The NX, a service of the Capital District Transportation Authority is a commuter service that runs from Saratoga County locations, along the Northway (I-87), to downtown Albany. **Citizens age 65 and over, disabled individuals, Medicare cardholders and honorably discharged veterans are entitled to ride for half fare on CDTA’s fixed route service. A Half Fare Navigator ID card is required as proof of eligibility for the discount. Visit www.cdta.org/half-fare for more information. CDTA’s policy is to be fully compliant with Title VI of the 1964 Civil Rights Act, which states that no one shall be excluded from participation in, denied the benefits of or discriminated against due to race, color, or national origin. Members of the public may request information on this policy or file a Title VI complaint through CDTA’s website at www.cdta.org or by calling (518) 482-8822. It’s easy, flexible and light on your wallet. LOW FARES: The Northway Xpress offers a consistent and affordable commute for Saratoga County residents to access Downtown Albany. FLEXIBLE SCHEDULE: There are more than a dozen trips each weekday morning with two midday return trips to get home early. TAP AND GO: CDTA’s Navigator smart card and mobile ticketing offer the same great discounts with added flexibility, security and auto replenishment! ALWAYS AN EASY RIDE: Enjoy free on-board Wi-Fi and comfortable coach seats. Just sit back, relax and let the NX put your commute on cruise control. WHY RIDE THE NORTHWAY XPRESS? 540 EF F E C T I V E N O V E M B E R 3 0 , 2 0 2 5 DR A F T THE NORTHWAY XPRESS PUTS YOUR COMMUTE ON CRUISE CONTROL Zone 3 Milton Town Hall ..... 554a 616a ..... 646a ..... 716a ..... Congress Park (Saratoga) ..... 603a 627a ..... 657a ..... 727a ..... Lake Ave & Henry St (Saratoga) ..... 605a 629a ..... 659a ..... 729a ..... Lake Ave & East Ave (Saratoga) ..... 607a 631a ..... 701a ..... 731a ..... Exit 15 Park & Ride ..... 615a 642a ..... 712a ..... 742a ..... Zone 2 Route 50 & High St (Ballston Spa) ..... 631a 700a ..... 730a ..... 800a .....Exit 12 Park & Ride ..... ..... ..... 647a ..... ..... ..... ..... Zone 1 Exit 9 Park & Ride 607a 649a ..... 707a ..... 737a ..... 807a Exit 8 Park & Ride 618a ..... ..... 718a ..... 748a ..... 818a Downtown Albany Empire State Plaza Concourse 640a 711a 740a 740a 810a 810a 840a 840a S. Swan Street & Washington Ave 643a 714a 743a 743a 813a 813a 843a 843a Hawk/Capitol Station 644a 715a 744a 744a 814a 814a 844a 844a State/Downtown Station 647a 717a 747a 747a 817a 817a 847a 847a Broadway & Steuben St (Kiernan Plaza) 648a 718a 748a 748a 818a 818a 848a 848a Work Start 7:00 AM 7:30 AM 8:00 AM 8:30 AM 9:00 AM Work End Midday 3:30 PM 4:00 PM 4:30 PM 5:00 PM 5:30 PM Downtown Albany Empire State Plaza Concourse 100p 342p 342p 412p 412p 442p 442p 512p 522p 550p S. Swan Street & Washington Ave 102p 344p 344p 414p 414p 444p 444p 514p 524p 552p Hawk/Capitol Station 103p 346p 346p 416p 416p 446p 446p 516p 526p 554p State/Downtown Station 106p 349p 349p 419p 419p 449p 449p 519p 529p 557p Broadway & Steuben St (Kiernan Plaza) 108p 351p 351p 421p 421p 451p 451p 521p 531p 559p Zone 1 Exit 8 Park & Ride 127p ..... 418p ..... 448p ..... 518p 548p ..... 618p Exit 9 Park & Ride 135p ..... 426p ..... 456p ..... 526p 556p ..... 626p Zone 2 Exit 12 Park & Ride 149p 427p ..... 457p ..... 527p ..... ..... 607p 639p Route 50 & High St (Ballston Spa)..... ..... ..... ..... ..... ..... ..... 621p ..... ..... Zone 3 Exit 15 Park & Ride 205p 442p ..... 512p ..... 542p ..... ..... 622p 653p Lake Ave & East Ave (Saratoga)214p 451p ..... 521p ..... 551p ..... ..... 631p 702p Lake Ave & Henry St (Saratoga)216p 453p ..... 523p .....553p ..... ..... 633p 704p Congress Park (Saratoga)218p 455p ..... 525p ..... 555p ..... ..... 635p 706p Milton Town Hall 230p 507p ..... 537p ..... 607p ..... ..... 647p 718p What is the Northway Xpress? The NX offers comfortable forward-facing coach seating with amenities such as Wi-Fi and onboard restrooms and a climate controlled environment. CDTA’s Northway Xpress is a premium commuter service that runs from Saratoga County locations, including park & ride lots along the Northway (I-87) to downtown Albany. Does the NX connect to other CDTA Services? Yes! Connections to other CDTA services from destinations in downtown Saratoga and downtown Albany make it easier to get where you need to go. And, if you purchase the NX Frequent Rider Pass, riding any bus at any time in the CDTA system is included at no extra charge. What is CDTA’s Navigator? CDTA’s Navigator offers the convenience of a reloadable smart card or mobile ticket to get the most out of riding NX service. There are two easy ways to pay when you use Navigator: PAY AS YOU GO:is just like having cash on your card or mobile phone. Pay a discounted rate for each NX ride and use the same card on regular route bus service, BusPlus or FLEX On Demand services. NX FREQUENT RIDER:this monthly pass is valid for 31 days of unlimited rides from the rest day use from the specified NX Zone. Plus, you get to enjoy access to the regular route system, BusPlus and FLEX On Demand at no extra charge! Make sure to register your card to an online account to qualify for balance protection in case your Navigator card is ever lost or stolen. Where can I Purchase or Reload Navigator? Online: www.cdta.org (Online balance replenishment may take up to 48 hours) In Person: At any of the more than 30 Navigator retail outlets or the CDTA Customer Service Center at 85 Watervliet Avenue, Albany. By Phone: Call (518) 482-8822. NORTHWAY XPRESS FARES ZONES CASH PAY AS YOU GO FREQUENT RIDER ZONE 1 Clifton Park $4.00 $3.50 $110.00 ZONE 2 Malta Ballston Spa $5.00 $3.90 $125.00 ZONE 3 Saratoga S. Glens Falls $7.00 $5.00 $170.00DR A F T Attachment C Traffic Volume Data Saratoga Condo Hotel City of Saratoga Springs, New York DR A F T R261149: Congress St & Federal St AM - TMCR261149: Congress St & Federal St AM - TMC Thu Jul 23, 2026 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422001, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US Leg Congress Street Congress Street Federal Street Direction Eastbound Westbound Southbound Time L T U AppApp Ped*T R U AppApp Ped*L R U AppApp Ped*IntInt 2026-07-23 7:00AM 1 7 0 88 1 9 12 0 2121 1 7 1 0 88 3 3737 7:15AM 3 16 0 1919 2 13 11 0 2424 0 6 2 1 99 5 5252 7:30AM 1 20 0 2121 1 23 10 0 3333 1 9 2 1 1212 1 6666 7:45AM 1 25 0 2626 1 22 18 0 4040 0 15 2 0 1717 1 8383 Hourly Total 6 68 0 7474 5 67 51 0 118118 2 37 7 2 4646 10 238238 8:00AM 0 32 0 3232 1 19 17 0 3636 0 8 1 0 99 0 7777 8:15AM 6 31 0 3737 8 30 16 0 4646 0 11 8 0 1919 4 102102 8:30AM 4 43 1 4848 7 27 29 0 5656 1 23 3 0 2626 4 130130 8:45AM 0 31 0 3131 3 35 23 0 5858 0 13 6 0 1919 8 108108 Hourly Total 10 137 1 148148 19 111 85 0 196196 1 55 18 0 7373 16 417417 9:00AM 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 00 Hourly Total 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 00 TotalTotal 16 205 1 222222 24 178 136 0 314314 3 92 25 2 119119 26 655655 % Approach% Approach 7.2%92.3%0.5%---56.7%43.3%0%---77.3%21.0%1.7%---- % Total% Total 2.4%31.3%0.2%33.9%33.9%-27.2%20.8%0%47.9%47.9%-14.0%3.8%0.3%18.2%18.2%-- LightsLights 15 196 1 212212 -171 133 0 304304 -89 24 2 115115 -631 % Lights% Lights 93.8%95.6%100%95.5%95.5%-96.1%97.8%0%96.8%96.8%-96.7%96.0%100%96.6%96.6%-96.3% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 1 3 0 44 -5 1 0 66 -1 1 0 22 -12 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 6.3%1.5%0%1.8%1.8%-2.8%0.7%0%1.9%1.9%-1.1%4.0%0%1.7%1.7%-1.8% BusesBuses 0 0 0 00 -1 0 0 11 -0 0 0 00 -1 % Buses% Buses 0%0%0%0%0%-0.6%0%0%0.3%0.3%-0%0%0%0%0%-0.2% Bicycles on RoadBicycles on Road 0 6 0 66 -1 2 0 33 -2 0 0 22 -11 % Bicycles on Road% Bicycles on Road 0%2.9%0%2.7%2.7%-0.6%1.5%0%1.0%1.0%-2.2%0%0%1.7%1.7%-1.7% Pedestrians ----24 ----3 ----26 % Pedestrians ----100%----100%----100%- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ----0%----0%----0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 DR A F T R261149: Congress St & Federal St AM - TMCR261149: Congress St & Federal St AM - TMC Thu Jul 23, 2026 Full Length (7 AM-9 AM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422001, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US [N] Federal Street [E ] C o n g r e s s S t r e e t [W ] C o n g r e s s S t r e e t To t a l : 6 1 1 To t a l : 4 2 6 Total: 273 Ou t : 2 9 7 Ou t : 2 0 4 Out: 154 In : 3 1 4 In : 2 2 2 In: 119 178 205 2 9 2 2 5 136 16 1 19 7 1 212 12 2 of 4 DR A F T R261149: Congress St & Federal St AM - TMCR261149: Congress St & Federal St AM - TMC Thu Jul 23, 2026 AM Peak (8 AM - 9 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422001, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US Leg Congress Street Congress Street Federal Street Direction Eastbound Westbound Southbound Time L T U AppApp Ped*T R U AppApp Ped*L R U AppApp Ped*IntInt 2026-07-23 8:00AM 0 32 0 3232 1 19 17 0 3636 0 8 1 0 99 0 7777 8:15AM 6 31 0 3737 8 30 16 0 4646 0 11 8 0 1919 4 102102 8:30AM 4 43 1 4848 7 27 29 0 5656 1 23 3 0 2626 4 130130 8:45AM 0 31 0 3131 3 35 23 0 5858 0 13 6 0 1919 8 108108 TotalTotal 10 137 1 148148 19 111 85 0 196196 1 55 18 0 7373 16 417417 % Approach% Approach 6.8%92.6%0.7%---56.6%43.4%0%---75.3%24.7%0%---- % Total% Total 2.4%32.9%0.2%35.5%35.5%-26.6%20.4%0%47.0%47.0%-13.2%4.3%0%17.5%17.5%-- PHFPHF 0.417 0.779 0.250 0.7550.755 -0.793 0.724 -0.8410.841 -0.576 0.563 -0.6830.683 -0.790 LightsLights 10 133 1 144144 -107 83 0 190190 -52 18 0 7070 -404 % Lights% Lights 100%97.1%100%97.3%97.3%-96.4%97.6%0%96.9%96.9%-94.5%100%0%95.9%95.9%-96.9% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 0 1 0 11 -3 1 0 44 -1 0 0 11 -6 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 0%0.7%0%0.7%0.7%-2.7%1.2%0%2.0%2.0%-1.8%0%0%1.4%1.4%-1.4% BusesBuses 0 0 0 00 -1 0 0 11 -0 0 0 00 -1 % Buses% Buses 0%0%0%0%0%-0.9%0%0%0.5%0.5%-0%0%0%0%0%-0.2% Bicycles on RoadBicycles on Road 0 3 0 33 -0 1 0 11 -2 0 0 22 -6 % Bicycles on Road% Bicycles on Road 0%2.2%0%2.0%2.0%-0%1.2%0%0.5%0.5%-3.6%0%0%2.7%2.7%-1.4% Pedestrians ----19 ----1 ----16 % Pedestrians ----100%----100%----100%- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ----0%----0%----0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 DR A F T R261149: Congress St & Federal St AM - TMCR261149: Congress St & Federal St AM - TMC Thu Jul 23, 2026 AM Peak (8 AM - 9 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422001, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US [N] Federal Street [E ] C o n g r e s s S t r e e t [W ] C o n g r e s s S t r e e t To t a l : 3 8 8 To t a l : 2 7 8 Total: 168 Ou t : 1 9 2 Ou t : 1 3 0 Out: 95 In : 1 9 6 In : 1 4 8 In: 73 111 137 5 5 1 8 85 10 1 11 5 19 10 4 of 4 DR A F T R261149: Congress St & Federal St PM - TMCR261149: Congress St & Federal St PM - TMC Thu Jul 23, 2026 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422005, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US Leg Congress Street Congress Street Federal Street Direction Eastbound Westbound Southbound Time L T U AppApp Ped*T R U AppApp Ped*L R U AppApp Ped*IntInt 2026-07-23 4:00PM 2 41 0 4343 5 53 20 0 7373 0 30 6 0 3636 4 152152 4:15PM 6 52 0 5858 2 62 18 0 8080 1 18 7 0 2525 4 163163 4:30PM 5 51 0 5656 2 58 17 0 7575 3 32 6 0 3838 1 169169 4:45PM 4 50 0 5454 6 64 20 0 8484 2 22 6 0 2828 6 166166 Hourly Total 17 194 0 211211 15 237 75 0 312312 6 102 25 0 127127 15 650650 5:00PM 4 39 0 4343 2 68 24 0 9292 3 36 8 0 4444 1 179179 5:15PM 7 39 0 4646 6 60 20 0 8080 0 28 7 0 3535 2 161161 5:30PM 8 29 0 3737 4 53 26 0 7979 0 24 2 0 2626 4 142142 5:45PM 5 50 0 5555 17 62 20 0 8282 0 20 2 0 2222 13 159159 Hourly Total 24 157 0 181181 29 243 90 0 333333 3 108 19 0 127127 20 641641 6:00PM 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 00 Hourly Total 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 00 TotalTotal 41 351 0 392392 44 480 165 0 645645 9 210 44 0 254254 35 12911291 % Approach% Approach 10.5%89.5%0%---74.4%25.6%0%---82.7%17.3%0%---- % Total% Total 3.2%27.2%0%30.4%30.4%-37.2%12.8%0%50.0%50.0%-16.3%3.4%0%19.7%19.7%-- LightsLights 41 346 0 387387 -471 163 0 634634 -206 44 0 250250 -1271 % Lights% Lights 100%98.6%0%98.7%98.7%-98.1%98.8%0%98.3%98.3%-98.1%100%0%98.4%98.4%-98.5% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 0 2 0 22 -5 0 0 55 -3 0 0 33 -10 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 0%0.6%0%0.5%0.5%-1.0%0%0%0.8%0.8%-1.4%0%0%1.2%1.2%-0.8% BusesBuses 0 0 0 00 -1 1 0 22 -0 0 0 00 -2 % Buses% Buses 0%0%0%0%0%-0.2%0.6%0%0.3%0.3%-0%0%0%0%0%-0.2% Bicycles on RoadBicycles on Road 0 3 0 33 -3 1 0 44 -1 0 0 11 -8 % Bicycles on Road% Bicycles on Road 0%0.9%0%0.8%0.8%-0.6%0.6%0%0.6%0.6%-0.5%0%0%0.4%0.4%-0.6% Pedestrians ----44 ----9 ----34 % Pedestrians ----100%----100%----97.1%- Bicycles on Crosswalk ----0 ----0 ----1 % Bicycles on Crosswalk ----0%----0%----2.9%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 4 DR A F T R261149: Congress St & Federal St PM - TMCR261149: Congress St & Federal St PM - TMC Thu Jul 23, 2026 Full Length (4 PM-6 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422005, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US [N] Federal Street [E ] C o n g r e s s S t r e e t [W ] C o n g r e s s S t r e e t To t a l : 1 2 0 6 To t a l : 9 1 6 Total: 460 Ou t : 5 6 1 Ou t : 5 2 4 Out: 206 In : 6 4 5 In : 3 9 2 In: 254 480 351 2 1 0 4 4 165 41 21 14 3 622 22 2 of 4 DR A F T R261149: Congress St & Federal St PM - TMCR261149: Congress St & Federal St PM - TMC Thu Jul 23, 2026 PM Peak (4:15 PM - 5:15 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422005, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US Leg Congress Street Congress Street Federal Street Direction Eastbound Westbound Southbound Time L T U AppApp Ped*T R U AppApp Ped*L R U AppApp Ped*IntInt 2026-07-23 4:15PM 6 52 0 5858 2 62 18 0 8080 1 18 7 0 2525 4 163163 4:30PM 5 51 0 5656 2 58 17 0 7575 3 32 6 0 3838 1 169169 4:45PM 4 50 0 5454 6 64 20 0 8484 2 22 6 0 2828 6 166166 5:00PM 4 39 0 4343 2 68 24 0 9292 3 36 8 0 4444 1 179179 TotalTotal 19 192 0 211211 12 252 79 0 331331 9 108 27 0 135135 12 677677 % Approach% Approach 9.0%91.0%0%---76.1%23.9%0%---80.0%20.0%0%---- % Total% Total 2.8%28.4%0%31.2%31.2%-37.2%11.7%0%48.9%48.9%-16.0%4.0%0%19.9%19.9%-- PHFPHF 0.792 0.931 -0.9170.917 -0.933 0.823 -0.9040.904 -0.750 0.844 -0.7670.767 -0.945 LightsLights 19 188 0 207207 -247 78 0 325325 -107 27 0 134134 -666 % Lights% Lights 100%97.9%0%98.1%98.1%-98.0%98.7%0%98.2%98.2%-99.1%100%0%99.3%99.3%-98.4% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 0 2 0 22 -3 0 0 33 -1 0 0 11 -6 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 0%1.0%0%0.9%0.9%-1.2%0%0%0.9%0.9%-0.9%0%0%0.7%0.7%-0.9% BusesBuses 0 0 0 00 -0 1 0 11 -0 0 0 00 -1 % Buses% Buses 0%0%0%0%0%-0%1.3%0%0.3%0.3%-0%0%0%0%0%-0.1% Bicycles on RoadBicycles on Road 0 2 0 22 -2 0 0 22 -0 0 0 00 -4 % Bicycles on Road% Bicycles on Road 0%1.0%0%0.9%0.9%-0.8%0%0%0.6%0.6%-0%0%0%0%0%-0.6% Pedestrians ----12 ----9 ----11 % Pedestrians ----100%----100%----91.7%- Bicycles on Crosswalk ----0 ----0 ----1 % Bicycles on Crosswalk ----0%----0%----8.3%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 4 DR A F T R261149: Congress St & Federal St PM - TMCR261149: Congress St & Federal St PM - TMC Thu Jul 23, 2026 PM Peak (4:15 PM - 5:15 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422005, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US [N] Federal Street [E ] C o n g r e s s S t r e e t [W ] C o n g r e s s S t r e e t To t a l : 6 3 1 To t a l : 4 9 0 Total: 233 Ou t : 3 0 0 Ou t : 2 7 9 Out: 98 In : 3 3 1 In : 2 1 1 In: 135 252 192 1 0 8 2 7 79 19 5 7 3 68 4 4 of 4 DR A F T R261149: Congress St & Federal St Sat - TMCR261149: Congress St & Federal St Sat - TMC Sat Jul 25, 2026 Full Length (11 AM-2 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422007, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US Leg Congress Street Congress Street Federal Street Direction Eastbound Westbound Southbound Time L T U AppApp Ped*T R U AppApp Ped*L R U AppApp Ped*IntInt 2026-07-25 11:00AM 1 53 0 5454 9 53 14 0 6767 3 17 5 0 2222 10 143143 11:15AM 10 43 0 5353 8 45 17 0 6262 1 22 7 0 2929 5 144144 11:30AM 2 55 0 5757 8 38 22 0 6060 0 20 8 1 2929 12 146146 11:45AM 5 45 0 5050 7 60 30 0 9090 0 14 5 0 1919 12 159159 Hourly Total 18 196 0 214214 32 196 83 0 279279 4 73 25 1 9999 39 592592 12:00PM 8 36 0 4444 25 50 17 0 6767 2 14 4 0 1818 16 129129 12:15PM 4 39 0 4343 10 51 15 1 6767 1 29 8 0 3737 6 147147 12:30PM 2 58 0 6060 7 54 16 0 7070 4 17 7 0 2424 10 154154 12:45PM 2 47 0 4949 5 50 20 0 7070 4 18 7 0 2525 9 144144 Hourly Total 16 180 0 196196 47 205 68 1 274274 11 78 26 0 104104 41 574574 1:00PM 1 37 0 3838 11 52 19 0 7171 1 24 7 0 3131 9 140140 1:15PM 1 53 0 5454 1 47 25 0 7272 2 23 3 0 2626 4 152152 1:30PM 5 46 0 5151 14 38 20 0 5858 1 19 10 0 2929 15 138138 1:45PM 2 39 0 4141 3 36 19 0 5555 0 8 4 0 1212 3 108108 Hourly Total 9 175 0 184184 29 173 83 0 256256 4 74 24 0 9898 31 538538 2:00PM 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 00 Hourly Total 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 00 TotalTotal 43 551 0 594594 108 574 234 1 809809 19 225 75 1 301301 111 17041704 % Approach% Approach 7.2%92.8%0%---71.0%28.9%0.1%---74.8%24.9%0.3%---- % Total% Total 2.5%32.3%0%34.9%34.9%-33.7%13.7%0.1%47.5%47.5%-13.2%4.4%0.1%17.7%17.7%-- LightsLights 42 539 0 581581 -569 229 1 799799 -216 73 1 290290 -1670 % Lights% Lights 97.7%97.8%0%97.8%97.8%-99.1%97.9%100%98.8%98.8%-96.0%97.3%100%96.3%96.3%-98.0% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 0 2 0 22 -2 1 0 33 -1 0 0 11 -6 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 0%0.4%0%0.3%0.3%-0.3%0.4%0%0.4%0.4%-0.4%0%0%0.3%0.3%-0.4% BusesBuses 0 0 0 00 -0 0 0 00 -2 0 0 22 -2 % Buses% Buses 0%0%0%0%0%-0%0%0%0%0%-0.9%0%0%0.7%0.7%-0.1% Bicycles on RoadBicycles on Road 1 10 0 1111 -3 4 0 77 -6 2 0 88 -26 % Bicycles on Road% Bicycles on Road 2.3%1.8%0%1.9%1.9%-0.5%1.7%0%0.9%0.9%-2.7%2.7%0%2.7%2.7%-1.5% Pedestrians ----102 ----19 ----111 % Pedestrians ----94.4%----100%----100%- Bicycles on Crosswalk ----6 ----0 ----0 % Bicycles on Crosswalk ----5.6%----0%----0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 DR A F T R261149: Congress St & Federal St Sat - TMCR261149: Congress St & Federal St Sat - TMC Sat Jul 25, 2026 Full Length (11 AM-2 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422007, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US [N] Federal Street [E ] C o n g r e s s S t r e e t [W ] C o n g r e s s S t r e e t To t a l : 1 5 8 6 To t a l : 1 2 4 3 Total: 579 Ou t : 7 7 7 Ou t : 6 4 9 Out: 278 In : 8 0 9 In : 5 9 4 In: 301 574 551 1 2 2 5 7 5 234 1 43 63 48 13 664 44 2 of 6 DR A F T R261149: Congress St & Federal St Sat - TMCR261149: Congress St & Federal St Sat - TMC Sat Jul 25, 2026 Midday Peak (WKND) (11 AM - 12 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422007, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US Leg Congress Street Congress Street Federal Street Direction Eastbound Westbound Southbound Time L T U AppApp Ped*T R U AppApp Ped*L R U AppApp Ped*IntInt 2026-07-25 11:00AM 1 53 0 5454 9 53 14 0 6767 3 17 5 0 2222 10 143143 11:15AM 10 43 0 5353 8 45 17 0 6262 1 22 7 0 2929 5 144144 11:30AM 2 55 0 5757 8 38 22 0 6060 0 20 8 1 2929 12 146146 11:45AM 5 45 0 5050 7 60 30 0 9090 0 14 5 0 1919 12 159159 TotalTotal 18 196 0 214214 32 196 83 0 279279 4 73 25 1 9999 39 592592 % Approach% Approach 8.4%91.6%0%---70.3%29.7%0%---73.7%25.3%1.0%---- % Total% Total 3.0%33.1%0%36.1%36.1%-33.1%14.0%0%47.1%47.1%-12.3%4.2%0.2%16.7%16.7%-- PHFPHF 0.425 0.901 -0.9450.945 -0.826 0.707 -0.7870.787 -0.818 0.781 0.250 0.8450.845 -0.946 LightsLights 17 191 0 208208 -194 81 0 275275 -71 25 1 9797 -580 % Lights% Lights 94.4%97.4%0%97.2%97.2%-99.0%97.6%0%98.6%98.6%-97.3%100%100%98.0%98.0%-98.0% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 0 0 0 00 -1 1 0 22 -1 0 0 11 -3 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 0%0%0%0%0%-0.5%1.2%0%0.7%0.7%-1.4%0%0%1.0%1.0%-0.5% BusesBuses 0 0 0 00 -0 0 0 00 -0 0 0 00 -0 % Buses% Buses 0%0%0%0%0%-0%0%0%0%0%-0%0%0%0%0%-0% Bicycles on RoadBicycles on Road 1 5 0 66 -1 1 0 22 -1 0 0 11 -9 % Bicycles on Road% Bicycles on Road 5.6%2.6%0%2.8%2.8%-0.5%1.2%0%0.7%0.7%-1.4%0%0%1.0%1.0%-1.5% Pedestrians ----30 ----4 ----39 % Pedestrians ----93.8%----100%----100%- Bicycles on Crosswalk ----2 ----0 ----0 % Bicycles on Crosswalk ----6.3%----0%----0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 DR A F T R261149: Congress St & Federal St Sat - TMCR261149: Congress St & Federal St Sat - TMC Sat Jul 25, 2026 Midday Peak (WKND) (11 AM - 12 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422007, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US [N] Federal Street [E ] C o n g r e s s S t r e e t [W ] C o n g r e s s S t r e e t To t a l : 5 4 8 To t a l : 4 3 5 Total: 201 Ou t : 2 6 9 Ou t : 2 2 1 Out: 102 In : 2 7 9 In : 2 1 4 In: 99 196 196 1 7 3 2 5 83 18 22 17 3 121 11 4 of 6 DR A F T R261149: Congress St & Federal St Sat - TMCR261149: Congress St & Federal St Sat - TMC Sat Jul 25, 2026 PM Peak (WKND) (1 PM - 2 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422007, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US Leg Congress Street Congress Street Federal Street Direction Eastbound Westbound Southbound Time L T U AppApp Ped*T R U AppApp Ped*L R U AppApp Ped*IntInt 2026-07-25 1:00PM 1 37 0 3838 11 52 19 0 7171 1 24 7 0 3131 9 140140 1:15PM 1 53 0 5454 1 47 25 0 7272 2 23 3 0 2626 4 152152 1:30PM 5 46 0 5151 14 38 20 0 5858 1 19 10 0 2929 15 138138 1:45PM 2 39 0 4141 3 36 19 0 5555 0 8 4 0 1212 3 108108 TotalTotal 9 175 0 184184 29 173 83 0 256256 4 74 24 0 9898 31 538538 % Approach% Approach 4.9%95.1%0%---67.6%32.4%0%---75.5%24.5%0%---- % Total% Total 1.7%32.5%0%34.2%34.2%-32.2%15.4%0%47.6%47.6%-13.8%4.5%0%18.2%18.2%-- PHFPHF 0.450 0.811 -0.8380.838 -0.822 0.880 -0.8870.887 -0.772 0.639 -0.7830.783 -0.884 LightsLights 9 172 0 181181 -170 81 0 251251 -70 23 0 9393 -525 % Lights% Lights 100%98.3%0%98.4%98.4%-98.3%97.6%0%98.0%98.0%-94.6%95.8%0%94.9%94.9%-97.6% Articulated Trucks and Single-Unit TrucksArticulated Trucks and Single-Unit Trucks 0 0 0 00 -1 0 0 11 -0 0 0 00 -1 % Articulated Trucks and Single-Unit Trucks% Articulated Trucks and Single-Unit Trucks 0%0%0%0%0%-0.6%0%0%0.4%0.4%-0%0%0%0%0%-0.2% BusesBuses 0 0 0 00 -0 0 0 00 -1 0 0 11 -1 % Buses% Buses 0%0%0%0%0%-0%0%0%0%0%-1.4%0%0%1.0%1.0%-0.2% Bicycles on RoadBicycles on Road 0 3 0 33 -2 2 0 44 -3 1 0 44 -11 % Bicycles on Road% Bicycles on Road 0%1.7%0%1.6%1.6%-1.2%2.4%0%1.6%1.6%-4.1%4.2%0%4.1%4.1%-2.0% Pedestrians ----26 ----4 ----31 % Pedestrians ----89.7%----100%----100%- Bicycles on Crosswalk ----3 ----0 ----0 % Bicycles on Crosswalk ----10.3%----0%----0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 DR A F T R261149: Congress St & Federal St Sat - TMCR261149: Congress St & Federal St Sat - TMC Sat Jul 25, 2026 PM Peak (WKND) (1 PM - 2 PM) All Classes (Lights, Articulated Trucks and Single-Unit Trucks, Buses, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1422007, Location: 43.078841, -73.788617, Site Code: R261149 Provided by: Creighton Manning Engineering 2 Winners Circle, Albany, NY, 12205, US [N] Federal Street [E ] C o n g r e s s S t r e e t [W ] C o n g r e s s S t r e e t To t a l : 5 0 5 To t a l : 3 8 1 Total: 190 Ou t : 2 4 9 Ou t : 1 9 7 Out: 92 In : 2 5 6 In : 1 8 4 In: 98 173 175 7 4 2 4 83 9 17 14 2 214 15 6 of 6 DR A F T Attachment D Level of Service Analysis Saratoga Condo Hotel City of Saratoga Springs, New York DR A F T LOS Definitions The following is an excerpt from the Highway Capacity Manual, 6th Edition (HCM). Level of Service Criteria for Unsignalized Intersections Level of service (LOS) for Two-Way Stop-Controlled (TWSC) intersections is determined by the computed or measured control delay. For motor vehicles, LOS is determined for each minor-street movement (or shared movement) as well as major-street left turns by using criteria given in Exhibit 20-2. LOS is not defined for the intersection as a whole or for major-street approaches for three primary reasons: (a) major-street through vehicles are assumed to experience zero delay; (b) the disproportionate number of major-street through vehicles at a typical TWSC intersection skews the weighted average of all movements, resulting in a very low overall average delay for all vehicles; and (c) the resulting low delay can mask important LOS deficiencies for minor movements. LOS F is assigned to the movement if the volume-to-capacity (v/c) ratio for the movement exceeds 1.0, regardless of the control delay. The LOS criteria for TWSC intersections are somewhat different from the criteria used in Chapter 18 for signalized intersections, primarily because user perceptions differ among transportation facility types. The expectation is that a signalized intersection is designed to carry higher traffic volumes and will present greater delay than an unsignalized intersection. Unsignalized intersections are also associated with more uncertainty for users, as delays are less predictable than they are at signals, which can reduce users' delay tolerance. The LOS criteria for All-Way Stop-Controlled (AWSC) intersections are given in Exhibit 21-8. LOS F is assigned if the v/c ratio of a lane exceeds 1.0, regardless of the control delay. For assessment of LOS at the approach and intersection levels, LOS is based solely on control delay. Exhibits 20-2/21-8: Level-of-Service Criteria for Stop Controlled Intersections Control Delay (s/veh) LOS by Volume-to-Capacity Ratio v/c < 1.0 v/c > 1.0 10.0 A F >10.0 and < 15.0 B F >15.0 and < 25.0 C F >25.0 and < 35.0 D F >35.0 and < 50.0 E F >50.0 F F DR A F T HCM 7th TWSC 1: Congress St & Federal St R261149; Saratoga Condo Hotel Existing 2026_AM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 11 137 111 85 55 18 Future Vol, veh/h 11 137 111 85 55 18 Conflicting Peds, #/hr 16 0 0 16 1 19 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 80 ---0 - Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles, %0 1 4 1 2 0 Mvmt Flow 14 173 141 108 70 23 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 264 0 -0 413 229 Stage 1 ---- 210 - Stage 2 ---- 202 - Critical Hdwy 4.1 --- 6.42 6.2 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy 2.2 --- 3.518 3.3 Pot Cap-1 Maneuver 1312 --- 596 815 Stage 1 ---- 825 - Stage 2 ---- 832 - Platoon blocked, %--- Mov Cap-1 Maneuver 1292 --- 580 784 Mov Cap-2 Maneuver ---- 634 - Stage 1 ---- 803 - Stage 2 ---- 831 - Approach EB WB SB HCM Ctrl Dly, s/v 0.58 0 11.28 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1292 --- 666 HCM Lane V/C Ratio 0.011 --- 0.139 HCM Ctrl Dly (s/v)7.8 --- 11.3 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0 --- 0.5 DR A F T HCM 7th TWSC 1: Congress St & Federal St R261149; Saratoga Condo Hotel Existing 2026_PM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 19 192 252 79 108 27 Future Vol, veh/h 19 192 252 79 108 27 Conflicting Peds, #/hr 12 0 0 12 9 12 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 80 ---0 - Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %0 1 1 1 1 0 Mvmt Flow 20 202 265 83 114 28 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 360 0 -0 570 331 Stage 1 ---- 319 - Stage 2 ---- 251 - Critical Hdwy 4.1 --- 6.41 6.2 Critical Hdwy Stg 1 ---- 5.41 - Critical Hdwy Stg 2 ---- 5.41 - Follow-up Hdwy 2.2 --- 3.509 3.3 Pot Cap-1 Maneuver 1209 --- 485 715 Stage 1 ---- 739 - Stage 2 ---- 793 - Platoon blocked, %--- Mov Cap-1 Maneuver 1196 --- 467 697 Mov Cap-2 Maneuver ---- 551 - Stage 1 ---- 719 - Stage 2 ---- 786 - Approach EB WB SB HCM Ctrl Dly, s/v 0.73 0 13.31 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1196 --- 575 HCM Lane V/C Ratio 0.017 --- 0.247 HCM Ctrl Dly (s/v)8.1 --- 13.3 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0.1 ---1 DR A F T HCM 7th TWSC 1: Congress St & Federal St R261149; Saratoga Condo Hotel Existing 2026_Saturday Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 1 Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 18 196 196 83 74 25 Future Vol, veh/h 18 196 196 83 74 25 Conflicting Peds, #/hr 31 0 0 31 4 29 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 80 ---0 - Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, %0 0 1 0 1 0 Mvmt Flow 20 223 223 94 84 28 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 348 0 -0 569 330 Stage 1 ---- 301 - Stage 2 ---- 268 - Critical Hdwy 4.1 --- 6.41 6.2 Critical Hdwy Stg 1 ---- 5.41 - Critical Hdwy Stg 2 ---- 5.41 - Follow-up Hdwy 2.2 --- 3.509 3.3 Pot Cap-1 Maneuver 1222 --- 486 716 Stage 1 ---- 753 - Stage 2 ---- 780 - Platoon blocked, %--- Mov Cap-1 Maneuver 1186 --- 461 671 Mov Cap-2 Maneuver ---- 546 - Stage 1 ---- 718 - Stage 2 ---- 776 - Approach EB WB SB HCM Ctrl Dly, s/v 0.68 0 12.81 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1186 --- 573 HCM Lane V/C Ratio 0.017 --- 0.196 HCM Ctrl Dly (s/v)8.1 --- 12.8 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0.1 --- 0.7 DR A F T HCM 7th TWSC 1: Congress St & Federal St R261149; Saratoga Condo Hotel No-Build 2028_AM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 12 143 116 85 55 19 Future Vol, veh/h 12 143 116 85 55 19 Conflicting Peds, #/hr 16 0 0 16 1 19 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 80 ---0 - Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles, %0 1 4 1 2 0 Mvmt Flow 15 181 147 108 70 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 270 0 -0 429 236 Stage 1 ---- 217 - Stage 2 ---- 212 - Critical Hdwy 4.1 --- 6.42 6.2 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy 2.2 --- 3.518 3.3 Pot Cap-1 Maneuver 1305 --- 583 808 Stage 1 ---- 819 - Stage 2 ---- 823 - Platoon blocked, %--- Mov Cap-1 Maneuver 1285 --- 567 778 Mov Cap-2 Maneuver ---- 625 - Stage 1 ---- 797 - Stage 2 ---- 822 - Approach EB WB SB HCM Ctrl Dly, s/v 0.61 0 11.38 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1285 --- 658 HCM Lane V/C Ratio 0.012 --- 0.142 HCM Ctrl Dly (s/v)7.8 --- 11.4 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0 --- 0.5 DR A F T HCM 7th TWSC 1: Congress St & Federal St R261149; Saratoga Condo Hotel No-Build 2028_PM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 20 196 257 79 109 28 Future Vol, veh/h 20 196 257 79 109 28 Conflicting Peds, #/hr 12 0 0 12 9 12 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 80 ---0 - Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %0 1 1 1 1 0 Mvmt Flow 21 206 271 83 115 29 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 366 0 -0 582 336 Stage 1 ---- 324 - Stage 2 ---- 257 - Critical Hdwy 4.1 --- 6.41 6.2 Critical Hdwy Stg 1 ---- 5.41 - Critical Hdwy Stg 2 ---- 5.41 - Follow-up Hdwy 2.2 --- 3.509 3.3 Pot Cap-1 Maneuver 1204 --- 477 711 Stage 1 ---- 735 - Stage 2 ---- 788 - Platoon blocked, %--- Mov Cap-1 Maneuver 1190 --- 459 692 Mov Cap-2 Maneuver ---- 545 - Stage 1 ---- 714 - Stage 2 ---- 781 - Approach EB WB SB HCM Ctrl Dly, s/v 0.75 0 13.45 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1190 --- 570 HCM Lane V/C Ratio 0.018 --- 0.253 HCM Ctrl Dly (s/v)8.1 --- 13.4 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0.1 ---1 DR A F T HCM 7th TWSC 1: Congress St & Federal St R261149; Saratoga Condo Hotel No-Build 2028_Saturday Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 1 Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 19 201 200 83 74 26 Future Vol, veh/h 19 201 200 83 74 26 Conflicting Peds, #/hr 31 0 0 31 4 29 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 80 ---0 - Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, %0 0 1 0 1 0 Mvmt Flow 22 228 227 94 84 30 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 353 0 -0 581 334 Stage 1 ---- 305 - Stage 2 ---- 276 - Critical Hdwy 4.1 --- 6.41 6.2 Critical Hdwy Stg 1 ---- 5.41 - Critical Hdwy Stg 2 ---- 5.41 - Follow-up Hdwy 2.2 --- 3.509 3.3 Pot Cap-1 Maneuver 1217 --- 478 712 Stage 1 ---- 750 - Stage 2 ---- 773 - Platoon blocked, %--- Mov Cap-1 Maneuver 1181 --- 453 667 Mov Cap-2 Maneuver ---- 540 - Stage 1 ---- 714 - Stage 2 ---- 770 - Approach EB WB SB HCM Ctrl Dly, s/v 0.7 0 12.91 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1181 --- 568 HCM Lane V/C Ratio 0.018 --- 0.2 HCM Ctrl Dly (s/v)8.1 --- 12.9 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0.1 --- 0.7 DR A F T HCM 7th TWSC 1: Congress St & Federal St R261149; Saratoga Condo Hotel Build 2028_AM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 12 143 116 85 55 19 Future Vol, veh/h 12 143 116 85 55 19 Conflicting Peds, #/hr 16 0 0 16 1 19 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 80 ---0 - Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles, %0 1 4 1 2 0 Mvmt Flow 15 181 147 108 70 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 270 0 -0 429 236 Stage 1 ---- 217 - Stage 2 ---- 212 - Critical Hdwy 4.1 --- 6.42 6.2 Critical Hdwy Stg 1 ---- 5.42 - Critical Hdwy Stg 2 ---- 5.42 - Follow-up Hdwy 2.2 --- 3.518 3.3 Pot Cap-1 Maneuver 1305 --- 583 808 Stage 1 ---- 819 - Stage 2 ---- 823 - Platoon blocked, %--- Mov Cap-1 Maneuver 1285 --- 567 778 Mov Cap-2 Maneuver ---- 625 - Stage 1 ---- 797 - Stage 2 ---- 822 - Approach EB WB SB HCM Ctrl Dly, s/v 0.61 0 11.38 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1285 --- 658 HCM Lane V/C Ratio 0.012 --- 0.142 HCM Ctrl Dly (s/v)7.8 --- 11.4 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0 --- 0.5 DR A F T HCM 7th TWSC 2: Federal St & Site Driveway R261149; Saratoga Condo Hotel Build 2028_AM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 2 1 101 78 0 Future Vol, veh/h 2 2 1 101 78 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles, %0 0 0 1 2 0 Mvmt Flow 3 3 1 128 99 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 229 99 99 0 -0 Stage 1 99 ----- Stage 2 130 ----- Critical Hdwy 6.4 6.2 4.1 --- Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 --- Pot Cap-1 Maneuver 764 963 1507 --- Stage 1 930 ----- Stage 2 901 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 763 963 1507 --- Mov Cap-2 Maneuver 763 ----- Stage 1 929 ----- Stage 2 901 ----- Approach EB NB SB HCM Ctrl Dly, s/v 9.25 0.07 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)18 - 851 -- HCM Lane V/C Ratio 0.001 - 0.006 -- HCM Ctrl Dly (s/v)7.4 0 9.3 -- HCM Lane LOS A A A -- HCM 95th %tile Q(veh)0 -0 -- DR A F T HCM 7th TWSC 3: Congress St & Site Driveway R261149; Saratoga Condo Hotel Build 2028_AM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 3 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 155 136 14 13 7 Future Vol, veh/h 7 155 136 14 13 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # -0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 79 79 79 79 79 79 Heavy Vehicles, %0 1 4 0 0 0 Mvmt Flow 9 196 172 18 16 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 190 0 -0 395 181 Stage 1 ---- 181 - Stage 2 ---- 214 - Critical Hdwy 4.1 --- 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy 2.2 --- 3.5 3.3 Pot Cap-1 Maneuver 1396 --- 614 867 Stage 1 ---- 855 - Stage 2 ---- 827 - Platoon blocked, %--- Mov Cap-1 Maneuver 1396 --- 609 867 Mov Cap-2 Maneuver ---- 609 - Stage 1 ---- 849 - Stage 2 ---- 827 - Approach EB WB SB HCM Ctrl Dly, s/v 0.33 0 10.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)78 --- 680 HCM Lane V/C Ratio 0.006 --- 0.037 HCM Ctrl Dly (s/v)7.6 0 -- 10.5 HCM Lane LOS A A --B HCM 95th %tile Q(veh)0 --- 0.1 DR A F T HCM 7th TWSC 1: Congress St & Federal St R261149; Saratoga Condo Hotel Build 2028_PM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 1 Intersection Int Delay, s/veh 3.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 26 211 270 83 116 34 Future Vol, veh/h 26 211 270 83 116 34 Conflicting Peds, #/hr 12 0 0 12 9 12 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 80 ---0 - Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %0 1 1 1 1 0 Mvmt Flow 27 222 284 87 122 36 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 384 0 -0 626 352 Stage 1 ---- 340 - Stage 2 ---- 286 - Critical Hdwy 4.1 --- 6.41 6.2 Critical Hdwy Stg 1 ---- 5.41 - Critical Hdwy Stg 2 ---- 5.41 - Follow-up Hdwy 2.2 --- 3.509 3.3 Pot Cap-1 Maneuver 1186 --- 450 696 Stage 1 ---- 723 - Stage 2 ---- 765 - Platoon blocked, %--- Mov Cap-1 Maneuver 1172 --- 430 678 Mov Cap-2 Maneuver ---- 522 - Stage 1 ---- 698 - Stage 2 ---- 758 - Approach EB WB SB HCM Ctrl Dly, s/v 0.89 0 14.14 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1172 --- 551 HCM Lane V/C Ratio 0.023 --- 0.287 HCM Ctrl Dly (s/v)8.1 --- 14.1 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0.1 --- 1.2 DR A F T HCM 7th TWSC 2: Federal St & Site Driveway R261149; Saratoga Condo Hotel Build 2028_PM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 2 3 106 145 2 Future Vol, veh/h 2 2 3 106 145 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %0 0 0 1 1 0 Mvmt Flow 2 2 3 112 153 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 272 154 155 0 -0 Stage 1 154 ----- Stage 2 118 ----- Critical Hdwy 6.4 6.2 4.1 --- Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 --- Pot Cap-1 Maneuver 722 898 1438 --- Stage 1 879 ----- Stage 2 912 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 720 898 1438 --- Mov Cap-2 Maneuver 720 ----- Stage 1 877 ----- Stage 2 912 ----- Approach EB NB SB HCM Ctrl Dly, s/v 9.53 0.21 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)50 - 799 -- HCM Lane V/C Ratio 0.002 - 0.005 -- HCM Ctrl Dly (s/v)7.5 0 9.5 -- HCM Lane LOS A A A -- HCM 95th %tile Q(veh)0 -0 -- DR A F T HCM 7th TWSC 3: Congress St & Site Driveway R261149; Saratoga Condo Hotel Build 2028_PM Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 3 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 8 222 288 16 15 8 Future Vol, veh/h 8 222 288 16 15 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # -0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, %0 1 1 0 0 0 Mvmt Flow 8 234 303 17 16 8 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 320 0 -0 562 312 Stage 1 ---- 312 - Stage 2 ---- 251 - Critical Hdwy 4.1 --- 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy 2.2 --- 3.5 3.3 Pot Cap-1 Maneuver 1251 --- 491 733 Stage 1 ---- 747 - Stage 2 ---- 796 - Platoon blocked, %--- Mov Cap-1 Maneuver 1251 --- 488 733 Mov Cap-2 Maneuver ---- 488 - Stage 1 ---- 741 - Stage 2 ---- 796 - Approach EB WB SB HCM Ctrl Dly, s/v 0.27 0 11.82 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)63 --- 552 HCM Lane V/C Ratio 0.007 --- 0.044 HCM Ctrl Dly (s/v)7.9 0 -- 11.8 HCM Lane LOS A A --B HCM 95th %tile Q(veh)0 --- 0.1 DR A F T HCM 7th TWSC 1: Congress St & Federal St R261149; Saratoga Condo Hotel Build 2028_Saturday Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 1 Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 26 216 216 88 78 33 Future Vol, veh/h 26 216 216 88 78 33 Conflicting Peds, #/hr 31 0 0 31 4 29 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 80 ---0 - Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, %0 0 1 0 1 0 Mvmt Flow 30 245 245 100 89 38 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 376 0 -0 635 355 Stage 1 ---- 326 - Stage 2 ---- 309 - Critical Hdwy 4.1 --- 6.41 6.2 Critical Hdwy Stg 1 ---- 5.41 - Critical Hdwy Stg 2 ---- 5.41 - Follow-up Hdwy 2.2 --- 3.509 3.3 Pot Cap-1 Maneuver 1193 --- 444 693 Stage 1 ---- 733 - Stage 2 ---- 747 - Platoon blocked, %--- Mov Cap-1 Maneuver 1158 --- 418 649 Mov Cap-2 Maneuver ---- 512 - Stage 1 ---- 694 - Stage 2 ---- 744 - Approach EB WB SB HCM Ctrl Dly, s/v 0.88 0 13.55 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)1158 --- 546 HCM Lane V/C Ratio 0.026 --- 0.231 HCM Ctrl Dly (s/v)8.2 --- 13.6 HCM Lane LOS A ---B HCM 95th %tile Q(veh)0.1 --- 0.9 DR A F T HCM 7th TWSC 2: Federal St & Site Driveway R261149; Saratoga Condo Hotel Build 2028_Saturday Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 2 2 112 109 2 Future Vol, veh/h 2 2 2 112 109 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, %0 0 0 0 1 0 Mvmt Flow 2 2 2 127 124 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 257 125 126 0 -0 Stage 1 125 ----- Stage 2 132 ----- Critical Hdwy 6.4 6.2 4.1 --- Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 --- Pot Cap-1 Maneuver 736 931 1473 --- Stage 1 906 ----- Stage 2 899 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 735 931 1473 --- Mov Cap-2 Maneuver 735 ----- Stage 1 904 ----- Stage 2 899 ----- Approach EB NB SB HCM Ctrl Dly, s/v 9.41 0.13 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)32 - 821 -- HCM Lane V/C Ratio 0.002 - 0.006 -- HCM Ctrl Dly (s/v)7.4 0 9.4 -- HCM Lane LOS A A A -- HCM 95th %tile Q(veh)0 -0 -- DR A F T HCM 7th TWSC 3: Congress St & Site Driveway R261149; Saratoga Condo Hotel Build 2028_Saturday Peak Hour Creighton Manning - GAI Synchro 12 Report 20260819_Network.syn Page 3 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 224 230 19 18 9 Future Vol, veh/h 10 224 230 19 18 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length ----0 - Veh in Median Storage, # -0 0 -0 - Grade, %-0 0 -0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, %0 0 1 0 0 0 Mvmt Flow 11 255 261 22 20 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 283 0 -0 549 272 Stage 1 ---- 272 - Stage 2 ---- 277 - Critical Hdwy 4.1 --- 6.4 6.2 Critical Hdwy Stg 1 ---- 5.4 - Critical Hdwy Stg 2 ---- 5.4 - Follow-up Hdwy 2.2 --- 3.5 3.3 Pot Cap-1 Maneuver 1291 --- 500 771 Stage 1 ---- 778 - Stage 2 ---- 774 - Platoon blocked, %--- Mov Cap-1 Maneuver 1291 --- 495 771 Mov Cap-2 Maneuver ---- 495 - Stage 1 ---- 770 - Stage 2 ---- 774 - Approach EB WB SB HCM Ctrl Dly, s/v 0.33 0 11.78 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h)77 --- 562 HCM Lane V/C Ratio 0.009 --- 0.055 HCM Ctrl Dly (s/v)7.8 0 -- 11.8 HCM Lane LOS A A --B HCM 95th %tile Q(veh)0 --- 0.2 DR A F T