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HomeMy WebLinkAbout030 Streets, Roads, and Alleys Streets, Roads, and Alleys This four-lot minor subdivision has no planned construction, due to a non-financial guarantee. The Hidden Creek site plan application has been submitted to the City of Bozeman and is currently in review. This site plan application addresses the proposed road improvements in more detail. A waiver was initially approved for the Traffic Impact Study(TIS), but due to timing and preliminary plat changes, the TIS has now been completed and is included in this section. Please see the responses below to the items requested in Section 28.220.060—Additional Subdivision Preliminary Plat Supplements in the Bozeman Municipal Code. a. Description. Describe any proposed new public or private streets, roads, or alleys, or any substantial improvements of existing public or private streets, roads, or alleys. The developer must demonstrate that the land to be subdivided has access onto a legal street and the future streets will be consistent with the city's adopted design standards, article 34.4, the long-range transportation plan, and other relevant standards. There is no planned construction of any new public or private streets, roads, or alleys with this 4- lot minor subdivision, due to a non-financial guarantee. The planned improvements of streets, roads, or alleys will be constructed after subsequent applications are approved. Proposed lot 2 has an existing rest home on the property with legal access from Durston Road. The northern lots are currently undeveloped. Lot 1 has existing frontage off Juniper Street. The future extension of Oak Park Drive will provide access to lot 1, lot 3, and lot 4. Currently, Juniper Street is not bordered by sidewalk and boulevard along the property's frontage. Since the further development of this property, including proposed street frontage, is intended to occur shortly after the approval of the plat, as discussed with the City, installing sidewalk with the Preliminary Plat submittal does not make sense. With further development of the lot, street cuts may occur to connect to existing water main infrastructure which would destroy the new sidewalk and street frontage put in place with the Preliminary Plat. Additionally, extending the sidewalk at this time would not promote further connectivity as it would not lead to any developed land. Once subsequent applications are approved, Oak Park Drive is planned to be extended south from the northeast corner of the subject property along the east property line and will be used as an access to the northern lots in the future. To facilitate the design of construction of Oak Park Drive in future applications, an easement is provided on the preliminary plat along with a draft easement agreement. The draft easement is included in this section. b. Bicycle and pedestrian pathways, lanes, and routes. Describe any bicycle and pedestrian pathways,lanes, or routes to be developed with the development. There is no planned construction with this 4-lot minor subdivision due to a non-financial guarantee. Improvements will be constructed after subsequent applications are approved. A draft 10' wide easement for a pedestrian pathway extending from the west property line to the future Hidden Creek Subdivision Preliminary Plat Application extension of Oak Park Drive is included in this section. Additional pedestrian and bicycle access will be provided via the 5' wide sidewalk along the extension of Oak Park Drive when constructed. A 10' wide easement is provided for a pedestrian trail along the east side of the subdivision, which will allow for the pedestrian path alongside Oak Park Drive to continue through lot 2. This pedestrian trail will extend from the northern property line near Juniper Street, along the east side of the lots, to Durston Road. The draft pedestrian access easements are provided with the submittal to facilitate the construction of pedestrian pathways to be constructed after the approval of future applications. c. Access to arterial. Discuss whether any of the individual lots or tracts have access directly to arterial streets or roads, and if so,the reason access was not provided by means of a street within the subdivision and how the access complies with section 38.400.090. Proposed lot 2, where the Gallatin County Rest Home currently resides, has access directly to Durston Road which is classified as a minor arterial road. Lot 1 has existing frontage off Juniper Street which is classified as a local road. Lots 1, 3, and 4 will be provided access from the future extension of Oak Park Drive, which will be constructed after the approval of subsequent applications. d. Modification of existing streets, roads, or alleys. Explain any proposed closure or modification of existing streets, roads, or alleys. There is no planned construction or modification of existing streets, roads, or alleys in the creation of this 4-lot minor subdivision due to a non-financial guarantee. As a result, there is not any proposed closure of any streets, roads, or alleys. There may be water and sewer service connections off of Juniper Street when the proposed northern lots are developed in further applications that warrant closures or modifications to the existing streets. For this reason, construction is planned with the future site development. The Hidden Creek site plan for the northern portion of the subdivision has been submitted to the City of Bozeman and is currently in review. e. Dust. Describe provisions considered for dust control on alleys. There is no planned construction with the creation of this 4-lot minor subdivision due to a financial guarantee. No alleys are proposed for the future development of the proposed northern lots. There is no need for provisions for dust control. f. Pollution and erosion. Explain how street, road, and alley maintenance will be provided to meet the department of environmental quality guidelines for prevention of water pollution and erosion and who is proposed to provide the required maintenance. There is no planned construction with the creation of this 4-lot minor subdivision due to a non- financial guarantee. Therefore, no street, road, and alley maintenance will be provided until construction occurs. With the future development of the proposed northern lots, a SWPPP approved by the DEQ and City of Bozeman will be provided detailing the prevention of water pollution and erosion. Hidden Creek Subdivision Preliminary Plat Application g. Traffic generation. Discuss how much daily traffic will be generated on existing local and neighborhood streets, roads, and alleys,when the subdivision is fully developed, and provide the following information. (1) The report format must be as follows: (a) Trip generation, using the Institute of Transportation Engineers Trip Generation Manual; (b) Trip Distribution; (c) Traffic Assignment; (d) Capacity Analysis; (e) Evaluation; and (f) Recommended access plan, including access points, modifications, and any mitigation techniques if level of service does not meet level of service standard. (2) The report must include the following information: (a) Land use and trip generation in the form of a table of each type of land use, the number of units or square footage, as appropriate, the trip rates used (daily and peak) and resulting trip generation. (b) Traffic graphics, which show: (i) A.M.peak hour site traffic; (ii) P.M. peak hour site traffic; (iii) A.M. peak hour total traffic; (iv) P.M. peak hour total traffic; and (v) Total daily traffic (with site generated traffic shown separately) (c) A.M. and P.M. capacity analysis with an A.M. and P.M. peak-hour capacity analysis provided for: (i) All major drive accesses that intersect collector or arterial streets or roads; and (ii) All arterial-arterial, collector-collector, and arterial-collector intersections within one-half mile of the site, or as required by the city engineer during the pre-application review, concept plan review, or informal project review. A Traffic Impact Study(TIS)has been completed and is included in this section. The TIS includes the required information outlined above. h. Capacity. Indicate the levels of service (before and after development) of existing and proposed streets and roads, including appropriate intersections, to safely handle and increased traffic. Describe any anticipated increased maintenance that will be necessary due to increased traffic and who will pay for the cost of maintenance. Please see the Traffic Impact Study included in this section for a detailed report of the estimated capacity and level of service (LOS) of surrounding streets before and after development. i. Traffic calming. Detailed drawings of any proposed traffic calming installations, Hidden Creek Subdivision Preliminary Plat Application including locations and turning radius templates. No traffic calming infrastructure is proposed. All roads will be built to applicable standards and specifications. j. The information needed to demonstrate proposed compliance with division 38.270. Special care is needed when concurrent construction is proposed. All proposed roads will be built to applicable standards and specifications. The right-of-way easement for the proposed Oak Park Drive extension will be provided prior to construction. The draft easement for the Oak Park Drive right-of-way is included in this section. Construction will occur after subsequent applications are approved. Hidden Creek Subdivision Preliminary Plat Application EASEMENT EXHIBIT A PEDESTRIAN ACCESS EASEMENT LOCATED IN TRACT B, CERTIFICATE OF SURVEY NO. 2439 IN THE SW1/4 OF SECA, T.02S., R.5E., P.M.M., JUNIPER STREET GALLATIN COUNTY, MONTANA (VARIABLE WIDTH) (M)S88'57'20"E,330.08' ° (R2)S87'42'32"E,330.03 ♦ ❑ Line Table Line No. Length Bearing L5 7.93 S89'44'37"E L6 15.00 N45'00'00"E L7 15.00 N45°00'00"E L8 12.08 S89'44'37"E v L18 3.83 NO°15'31"E Iq 0 L19 3.84 N0°15'31"E LOT 1 U) 5.167 ACRES ? L20 6.16 N0°15'31"E ZONED R-4 L21 47.34 N0°15'31"E in 104.00' b N89'44'29"W 0 >- �❑ LOT 3 �w o M 0.184 ACRES z L5 10' `� ZONED R-4 O (V O O to M L6 N89'44'37"W,2178.31' � L18 L19 z w o 1=ZITIIz F- z }7 N89'44'37"W,274.14' L20 N L8 S89°44'29"E 93.00' � 104.00' ❑ N89'44'26"W w M Cq _ CO o 0 0 50' 100, 0 0 N LOT 4 z SCALE: 1"= 100' .427 ACRES N ZONED R-4 ° • w v o v _ M � � � O O z ❑ ❑ S89°44'26"E v 93.00' TOTAL EASEMENT AREA o 0 3012 SQ. FEET OR 0.069 ACRE U) (M)S89°54'12"E,329.33' CERTIFICATE OF SURVEYOR BASIS OF BEARING I HEREBY CERTIFY THAT THIS SURVEY CORRECTLY Rocky Mountain Coordinate Reference System "BOBCAT" LDP REPRESENTS WORK PERFORMED BY ME OR UNDER MY Lambert Conformal Conic Projection (Single Parallel) DIRECT SUPERVISION AND IS TRUE AND CORRECT TO THE Project Origin Location: BEST OF MY KNOWLEDGE AND BELIEF. Latitude= N46°15'00.00000" `%�� �i�"p Longitude=W111'15'00.00000" `�QNTA/�/,9 All distances shown hereon are ground distances in units of * international feet. JAKE Scale Factor= 1.0001850000 p Z I _ LEGEND: IS Ld O FOUND REBAR WITH NO CAP FOUND 2.25"BRASS CAP(SWART 125 1997) CALCULATED POSITION,NOTHING FOUND OR SET ��i �/ ""'��� Q ���� ❑❑ SET 2.5"ALUMINUM CAP(ZISKA 18636LS)ON 5/8"X24"REBAR DATE: —-—-—-— NEW EASEMENT LINE Q�1_T�ZI NEW EASEMENT AREA DATE OF FIELD SURVEY:5/16/2024 BOUNDARY THIS SURVEY NOTE: 1)THIS SURVEY DOES NOT CREATE AN EASEMENT. ADJACENT BOUNDARY THIS SURVEY IS TO BE REFERENCED FOR (M) MEASURED DISTANCE POSITIONAL AND GRAPHICAL PURPOSE ONLY. R2 RECORD DISTANCE(C.O.S. NO.2439) PREPARED FOR DESIGNED BY: JT TRACT B, CERTIFICATE OF SURVEY NO. 2439 UNITED HOUSING 545 BLAINE ST. HECKE v: rT CHECKE PEDESTRIAN ACCESS PARTNERS, LLC. MISSOULA,MT 59801 CD BY:DATE: 5/2/2525 EASEMENT PREPARED BY 1275 MAPLE STREET,SUITE F SHEET 7� 7�VVT HELENA,MT 59601 VV GALLATIN COUNTY, MT CENGINEERING (406)443-3962 1 OF 1 www.wwcengineering.com EASEMENT EXHIBIT A PEDESTRIAN ACCESS EASEMENT LOCATED IN TRACT B, CERTIFICATE OF SURVEY NO. 2439 IN THE SW1/4 OF SECA, T.02S., R.5E., P.M.M., GALLATIN COUNTY, MONTANA L -4 in o Line Table 5 Line No. Length Bearing 15.37' (M)S89°54'12"E,329.33' 1 L9 71.97 N1°38'51"W p Pi L10 106.20 N4°54'10"W 10'--� L11 180.29 NO'00'37"W J L12 150.88 NO'49'58"E L10 L13 10.00 N89'00'18"W L14 150.78 NO'49'58"E L15 179.78 NO'00'37"W L T 2 L16 106.06 N4'54'10"W L17 72.56 N1°38'51"W N 42 C R co w ZONED R-4 N L11 CD _ N Z o J � 0 50' 100, SCALE: 1"=100' 10' (M)45.32 TOTAL EASEMENT AREA • 5093 SQ. FEET OR 0.117 ACRE L13 (M)44.72' 0 0 CERTIFICATE OF SURVEYOR BASIS OF BEARING I HEREBY CERTIFY THAT THIS SURVEY CORRECTLY Rocky Mountain Coordinate Reference System "BOBCAT" LDP REPRESENTS WORK PERFORMED BY ME OR UNDER MY Lambert Conformal Conic Projection (Single Parallel) DIRECT SUPERVISION AND IS TRUE AND CORRECT TO THE Project Origin Location: BEST OF MY KNOWLEDGE AND BELIEF. Latitude= N46°15'00.00000" `%�� �i�"p Longitude=W111'15'00.00000" �%`�QNTA/�/,9 �� All distances shown hereon are ground distances in units of * international feet. JAKE Scale Factor= 1.0001850000 p Z I _ LEGEND: IS Ld O FOUND REBAR WITH NO CAP FOUND 2.25"BRASS CAP(SWART 125 1997) CALCULATED POSITION,NOTHING FOUND OR SET ��i �/ ""' Q ���� ❑❑ SET 2.5"ALUMINUM CAP(ZISKA 186361-S)ON 5/8"X24"REBAR DATE: ——————— NEW EASEMENT LINE Q�1_T�ZI NEW EASEMENT AREA DATE OF FIELD SURVEY:5/16/2024 BOUNDARY THIS SURVEY NOTE: 1)THIS SURVEY DOES NOT CREATE AN EASEMENT. ADJACENT BOUNDARY THIS SURVEY IS TO BE REFERENCED FOR (M) MEASURED DISTANCE POSITIONAL AND GRAPHICAL PURPOSE ONLY. R2 RECORD DISTANCE(C.O.S. NO.2439) PREPARED FOR DESIGNED BY: JT TRACT B, CERTIFICATE OF SURVEY NO. 2439 UNITED HOUSING 545 BLAINE ST. HECKE v: rT CHECKE PEDESTRIAN ACCESS PARTNERS, LLC. MISSOULA,MT 59801 CD BY:DATE: 5/2/2525 EASEMENT PREPARED BY 1275 MAPLE STREET,SUITE F SHEET 7� 7�VVT HELENA,MT 59601 VV GALLATIN COUNTY, MT CENGINEERING (406)443-3962 1 OF 1 www.wwcengineering.com EASEMENT EXHIBIT A RIGHT OF WAY EASEMENT LOCATED IN TRACT B, CERTIFICATE OF SURVEY NO. 2439 IN THE SW1/4 OF SECA, T.02S., R.5E., P.M.M., JUNIPER STREET GALLATIN COUNTY, MONTANA (VARIABLE WIDTH) (M)S88'57'20"E,330.08' ° (R2)S87'42'32"E,330.03 o ❑ M M � W LO LOT 1 LO 5.167 ACRES ZONED R-4 `� M 104.00' o in 0 CD b N89'44'29"W Co LOT 3 Z L 0.184 ACRES O ZONED R-4 (n MCD LU O ❑ Q Z S89'44'29"E N 104.00' 93.00' N89'44'26"W TOTAL EASEMENT AREA ° 25107 SQ. FEET OR 0.576 ACRE 0 0 50' 100, 0 0 N LOT 4 SCALE: 1"= 100' 0.427 ACRE ZONED R-4 0 o C/) m of rn S89°44'26"E v 93.00' S00°19'44"W, 199.76' 0 (M)S89°54'12"E,329.33' ❑ o CERTIFICATE OF SURVEYOR BASIS OF BEARING I HEREBY CERTIFY THAT THIS SURVEY CORRECTLY Rocky Mountain Coordinate Reference System "BOBCAT" LDP REPRESENTS WORK PERFORMED BY ME OR UNDER MY Lambert Conformal Conic Projection (Single Parallel) DIRECT SUPERVISION AND IS TRUE AND CORRECT TO THE Project Origin Location: BEST OF MY KNOWLEDGE AND BELIEF. Latitude= N46°15'00.00000" `%�� �i�"p Longitude=W111'15'00.00000" `�QNTA/�/,9 All distances shown hereon are ground distances in units of * international feet. JAKE Scale Factor= 1.0001850000 p Z I _ LEGEND: IS Ld O FOUND REBAR WITH NO CAP FOUND 2.25"BRASS CAP(SWART 125 1997) �J� Oo CALCULATED POSITION,NOTHING FOUND OR SET ��i �/ ""' Q ���� ❑❑ SET 2.5"ALUMINUM CAP(ZISKA 18636LS)ON 5/8"X24"REBAR DATE: NEW EASEMENT LINE NEW EASEMENT AREA DATE OF FIELD SURVEY:5/16/2024 BOUNDARY THIS SURVEY NOTE: 1)THIS SURVEY DOES NOT CREATE AN EASEMENT. ADJACENT BOUNDARY THIS SURVEY IS TO BE REFERENCED FOR (M) MEASURED DISTANCE POSITIONAL AND GRAPHICAL PURPOSE ONLY. R2 RECORD DISTANCE(C.O.S. NO.2439) PREPARED FOR DESIGNED BY: JT TRACT B, CERTIFICATE OF SURVEY NO. 2439 UNITED HOUSING 545 BLAINE ST. DPAWN HECKE v: JT CHECKE PARTNERS LLC. MlssouLA,MT 59801 CD BY: JZ , DATE: 4/29/25 RIGHT OF WAY EASEMENT PREPARED BY GALLATIN COUNTY, MT 1275 HELENA,MT 59601 MAPLE STREET, F SHEET ^VV VVCENGINEERING (406)443-3962 1 OF 1 www.wwcengineering.com I N I � N EXISTING 8"DI WATER MAIN y MINIMUM 10'SEPARATION TO MAINTAINED BETWEEN -W--—--W-- --Vy__ .STOR R M STRUCTURE AND 0 50' 100' EXISTING UNDERGROUND POWER JUNIPER STREET I 0 20' 40' JUNIPER STREET SCALE:1"=100' SCALE:1'=40' y� ❑ _ T I PROPOSED UNDERGROUND EXISTING STORM BASIN PROPERTY LINE FOR OAK PARK DRIVE EXTENSION j I I EXISTING UNDERGROUND POWER I I 3 I DRAINAGE ARROWS 3 (TYPICALUJI EXISTING 24"ASBESTOS D" CONCRETE SEWER MAIN Y K ROY STREET a 3 PROPOSED PROPOSED PEDESTRIAN PATH 33 RIGHT OF 8 PUBLIC UTILITY EASEMENT O FUTURE ACCESS 3 DRIVEWAY� S I O EXISTING OVERHEAD POWER I I 3 GRAVEL EMERGENCY ACCESS I w 3 Q ❑ PROPOSED 6" WATER MAIN 3 I I to z 3 li � Ea— Q 3 p EXISTING I PROPERTY LINE UNDEVELOPED II PROPERTY it (LOT 3) 3 MAE STREET PROPOSED PEDESTRIAN PATH to 3 I I FUTURE ACCESS 3 �J DRIVEWAY ❑ YI K d YI UNDEVELOPED 3 of PROPERTY ' o (LOT 1) I I a it II d DURSTON ROAD 0 3 I I I I I 3 0 UNDEVELOPED I PROPERTY (LOT 4) 3 � P HIDDEN CREEK DEVELOPMENT J° ROPERTY LINE OVERVIEW 11Y HORIZ. SCALE: 1" = 100' Ll 3 yo 3 I II Ia 3 GRAVEL EMERGENCY ACCESS 13.5 SETBACYAR❑ PROPERTY LINE -I.,I-T SETBACK 1 PROPERTY LINE UTILITY CO 33'ROW 3 I I CORRIDOR y O 1' S 5.LV 5'DA LIGHT j I 20'ASPHALT SECTION SIDEWALK BLVD DAYLIGHT 2 I I n 0 MATCH EXTG 5 % 2.0% 2.0% 3307 GROUND 4"THICK M4000 — -- CONCRETE 3 3'MINUS GR WEL BASE i COMPACTED REST HOME PARKING LOT LEAVE FINISH GRADE 6"BELOW TBC FOR SUBGRADE PROPERTY LINE TO BEMODIFIED FOR EMERGENCY PLACEMENT OF 6"DEPTH TOPSOIL(TYP.) C.O.B.CONC.CURB& WASPHALT (TYP.) 3 VEHICLE AND PEDESTRIAN ACCESS. GUTTER(TYP.) SURFACE COURSE TO BE SHOWN IN FUTURE SUBMITTAL 315LB.WOVEN CRUSHED GRAVEL BASE C GEOTEXTILE FABRIC COURSE(1-1/2'MINUS) 3 15'PITRUN GRAVEL AFTER SUBGRADE COMPACTION THE ROAD FOOTPRINT IS TO BE PROOF ROLLED (6"MINUS) WITH A FULLY LOADED 10 CUBIC YARD DUMP TRUCK TO IDENTIFY SOFT AREAS THAT YIELD UNDER LOAD.SOFT AREAS THAT YIELD UNDER LOAD OR PUMP ARE TO BE OVER-EXCAVATED 2 FEET BELOW GRADE AND BROUGHT BACK UP TO GRADE WITH PROPOSED ENGINEERED APPROVED GRAVEL FILL THEN COMPACTED TO SPECIFICATIONS FOR 3 43'WATER 8 SEWER THE FILL.ENGINEER SHALL WITNESS ROLL TEST. EASEMENT I a HIDDEN CREEK DEVELOPMENT OAK PARK DRIVE SECTION PROPOSED PEDESTRIAN PATH N.T.S. GALLATIN COUNTY B: REST HOME PROPERTY (LOT 2) a 3 b `CONNECTTOEXISTING LEGEND WATER MAIN PROPERTY BOUNDARY III UTILITY EASEMENT HIDDEN CREEK DEVELOPMENT CURB&GUTTER OAK PARK DRIVE EXHIBIT -UGP UNDERGROUND POWER LINE HORIZ. SCALE: 1" = 40' -OHP OVERHEAD POWER LINE W MUNICIPAL WATER LINE —--SS-- SANITARY SEWER LINE SD STORM SEWER LINE Os SEWER MANHOLE FIRE HYDRANT NOT TO BE CONSTRUCTED WITH PRELIMINARY PLAT SUBMITTAL IB 0 00 UNITED HOUSING PARTNERS, LLC PREPARED BY NO. REVISION BY DATE m t1 z �T m z z HIDDEN CREEK DEVELOPMENT ��^YY YYCENGINEERING i m y < 1 j rn 895 TECHNOLOGY BLVD.,SUITE 203 = �In OAK PARK DRIVE EXHIBIT BOZEMAN,MT59718 ro A (406)586-0262 aA = WWW. engineering.com BOZEMAN, MONTANA PROJECT NO.2024201 abelin Hidden Creek Community traffic Traffic Impact Study UPDATE services Bozeman, Montana �p,N ` L �c SSIC�P�, Prepared For: Hidden Creek Developers LLC 601 Euclid Ave, Suite C Helena, MT 59601 August, 2025 130 South Howie Street Helena, Montana 59601 406-459-1443 Hidden Creek Community Traffic Impact Study Bozeman, Montana Hidden Creek Community Table of Contents A. Executive Summary......................................................................................1 B. Project Description........................................................................................1 C. Existing Conditions........................................................................................1 Adjacent Roadways ..............................................................................3 TrafficCounts........................................................................................4 Historic Traffic Data...............................................................................5 VehicleCrash Data ...............................................................................5 Bozeman Transportation Plan...............................................................6 Levelof Service.....................................................................................6 D. Proposed Development..............................................................................7 E. Trip Generation and Assignment................................................................8 F. Trip Distribution ..........................................................................................8 G. Traffic Impacts Outside of the Development.............................................10 Traffic Signal Warrant Analysis...........................................................13 H. Long Range Traffic Projections ................................................................23 I. Impact Summary & Recommendations....................................................25 List of Figures Figure 1 — Proposed Development Site...................................................................2 Figure 2— Proposed Development..........................................................................9 Figure 3— Trip Distribution......................................................................................10 Figure 4 — Existing 2025 Peak-Hour Volumes.........................................................11 Figure 5— Site Generated Peak-Hour Volumes......................................................11 Figure 6— Projected 2027 No Build Volumes..........................................................13 Figure 7— Projected 2027 Total Traffic...................................................................13 Figure 8— Projected 2040 Total Traffic...................................................................14 List of Tables Table 1 — Traffic Volume and Speed Summary.......................................................4 Table 2— Historic Average Annual Daily Traffic Data .............................................5 Table 3— Intersection Crash Summary...................................................................6 Table 4 — Existing 2025 Level of Service Summary................................................7 Table 5— Trip Generation Rates.............................................................................8 Table 6— Future 2027 No-Build Level of Service Summary....................................12 Table 7— Projected 2027 Level of Service Summary with Development................12 Table 8— Traffic Signal Warrant Summary 11 th Avenue ........................................22 Table 9 — Table 9 - Traffic Signal Warrant Summary 14th Avenue .........................23 Table 10— Projected 2040 Level of Service Summary with Development..............24 i Hidden Creek Community Traffic Impact Study Bozeman,Montana Hidden Creek Community Traffic Impact Study UPDATE Bozeman, Montana A. EXECUTIVE SUMMARY The Hidden Creek Community is currently proposed for construction east of 15th Avenue between Oak Street and Durston Road in Bozeman, MT. Traffic volumes in this portion of Bozeman have not experienced high rates of growth in recent years compared to other portions of Bozeman. The Hidden Creek Community would include up to 182 multi-family apartment units, 8 community land trust homes, and a separate parcel reserved for Gallatin County use. Once completed in 2027, the project would produce up to 1,281 new daily vehicle trips. As proposed, the Hidden Creek Community will not create any roadway capacity problems in this area. The existing signalized intersections on 15th Avenue at Oak Street and Durston Road will function adequately through full build-out of the project with no modifications. Most other intersections within the study area will function well within capacity through 2040. It is possible that the intersections of Oak Street with 14th Avenue and 11th Avenue will experience poor LOS conditions by 2040 if the projected traffic volumes increases along Oak Street are realized. However, the traffic impacts at these two intersections from the Hidden Creek Community is negligible and the intersections are not expected to meet the minimum threshold volumes for signalization through the design year. B. PROJECT DESCRIPTION This document studies the possible effects on the surrounding road system from a proposed multi- family residential-community development located east of 15th Avenue between Oak Street and Durston Road in Bozeman, Montana. The document identifies any traffic mitigation efforts that the developments may require. The Hidden Creek Community would include up to 182 residential units, 8 community land trust homes, and a separate parcel dedicated to Gallatin County. Based on the City of Bozeman Subdivision Regulations,the developers must study all affected intersections within '/2 mile of a proposed development. This includes the intersections of Oak Street with 15th Avenue, 14th Avenue, 12th Avenue, and 11th Avenue, Durston Road with 15th Avenue and llth Avenue, and 15th Avenue with Juniper Street. Although within '/2 mile of the development site, the Director of Transportation and Engineering for the City has determined that the intersections of Oak Street with 71h Avenue and 19th Avenue and Durston Road with 7th Avenue and 19th Avenue will not be affected by the development and do not need to be analyzed for this project. C. EXISTING CONDITIONS The Hidden Creek Community is currently proposed to the east of 15th Avenue between Oak Street and Durston Road. The site is in a developing area comprised of residential properties to the north, Abelin Traffic Services 1 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana south and west. The area to the east is presently undeveloped vacant land within Gallatin County. The site is located just north of the Gallatin County Rest Home and Bozeman High School is located just south of Durston Road between l lth Avenue and 15th Avenue. See Figure 1 for a location map of the proposed development. Fi ure 1- Proposed Development Site at 14 r � a ' 44001 . c�nflMn 6 • sir"f .�•s•' r #� , Abelin Traffic Services 2 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Adjacent Roadways Oak Street is an east/west limited access minor arterial route that extends west from North 7th Avenue to Cottonwood Road. The 62-foot urban roadway is comprised of two 12-foot travel lanes with 6-foot shoulders in each direction separated by a 15-foot two-way left-turn lane. At the signalized intersection with N 15th Avenue, the typical section transitions to provide dedicated opposing left-turn lanes. There is a multi-use path/walkway along the north side of the roadway and a segment between North 12th Avenue and North 14th Avenue on the south side of the roadway. Adjacent side culture is commercial with residential developments in the outlying areas to the north and south. The posted speed limit north of the proposed is 35 MPH. Traffic data collected in 2023 by MDT indicated that Oak Street carried 12,557 Vehicles Per Day (VPD)between North 15t'Avenue and North 7th Avenue. Durston Road is an east/west two-way east/west minor arterial route that extends west from North 7th Avenue out into the rural environs of Bozeman to beyond the intersection with Love Lane. The 42-foot urban roadway is constructed with curb&gutter and sidewalks and includes 10-foot travel lanes with 5-foot bike lanes separated by a 12-foot two-way left-turn lane. The intersection of North 15th Avenue is under traffic signal control and includes dedicated north/south left-turn lanes. The adjacent side culture is mostly residential orientated to the side streets intermixed with open spaces and Bozeman Highway facilities to the south. The posted speed limit is 30 MPH. Traffic data collected in 2023 by MDT indicates that Durston Road carried 8,687 VPD between North 15th Avenue and North 7th Avenue. North 1511 Avenue is a north/south local street that provides a through connection and signalized access to both Oak Street and Durston Road. The 46-foot two lane street has on- street parking, curb & gutters, boulevards and sidewalks. There are bulb-outs that narrow the cross section for pedestrian movement at the intersection with Juniper Street. The typical section is modified to provide left-turn bays and bike lanes at the signalized intersections with Oak Street and Durston Road. The adjacent roadside culture is generally residential with professional and medical service-based development on the north end of the segment. The posted speed limit is 25 MPH. Traffic data collected by ATS in 2024 indicated that the road currently carries 3,817 VPD. North 14' Avenue is a north/south local street that provides access to the residential areas between Oak Street and Juniper Street. The road has a paved width of 34-foot with on-street parking, curb & gutters, boulevards and sidewalks. The adjacent roadside culture is generally residential with professional offices on the north end of the segment. The intersection with Oak Street is controlled with a STOP sign. Traffic data collected by ATS in 2025 indicated that the road currently carries 600 VPD. North 1211 Avenue is a north/south local street that extends south from Oak Street to Juniper Street. It is comprised of a paved 24-foot 2-lane cross section with curb&gutter along the west Abelin Traffic Services 3 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana side of the roadway with boulevard sidewalks. The east side of the road has a rural cross- section. The road is under STOP sign control at the intersection with Oak Street with access limited to right-in/right-out movements via a raised island to channel traffic. The adjacent roadside is nearly developed with residential units to the west and undeveloped to the east. There is no posted speed limit on 12th Avenue. Traffic data collected by ATS in 2024 indicated that the road currently carries 318 VPD. Juniper Street is an east/west local street that connects North 12th Avenue and North 15th Avenue. It is located in a developing residential area and comprised of a 26-foot to 36-foot paved 2-lane cross section with curb & gutter, and boulevard sidewalks along the developed portions of the street. The southern portion of Juniper Street has a rural cross-section east of Oak Park Drive. The intersection with North 15th Avenue is under STOP sign control and there is no posted speed limit. Traffic Counts The traffic data used for this report was collected on the surrounding road system by ATS in September of 2024 and August of 2025. The collected data includes turning movement counts at the intersections of Durston Road with 11th Avenue and 15th Avenue, Oak Street with 1 lth Avenue, 12th Avenue and 15th Avenue, and 15th Avenue with Juniper Street. Volume counts and spot speed samples were gathered on 12th Avenue and 15th Avenue with a directional automated radar device. Additional traffic data was collected in May 2025 at the intersection of 14th Avenue and Oak Street. Refer to Figure 1 for details of the data collection/acquisition sites. A summary of the traffic volume and speed data is shown in Table 1. All raw traffic data is included in Appendix A of this report. Table 1 -Traffic Volume and Speed Summary Route ADT Volume 85th %Speed Average Speed Pace and % North 151h 3,817 VPD 31 MPH 27 MPH 22MPH-32MPH (86%) Avenue North 121h 318 VPD 28 MPH 23 MPH 18MPH-28MPH (73%) Avenue Standard practice is to adjust the raw traffic data for seasonal variation and yearly growth in accordance with data collected from nearby MDT annual count stations. ATS gathered daily traffic data for the MDT annual count station W-104 located on I-90 and station W-107 located on US 191. The data available was used to arrive at the following approximations. The MDT stations indicated that the data collected September of 2024 and August of 2025 are approximately 111% to 123% of the Annual Average Daily Traffic (AADT) in this area. Typically, traffic data is factored to average annual traffic conditions for operational review. In this case, the raw traffic data would be factored down by 10%-20% to more closely match the annual average traffic volumes.For the purposes of this analysis,no seasonal traffic volume Abelin Traffic Services 4 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana reduction was applied to the traffic counts to create more conservative results. The raw traffic data is included in Appendix A of this report. Historic Traffic Data Historic annual average traffic data was gathered for Oak Street and Durston Road on either side of the proposed development site. This data is presented in Table 2. The MDT data suggests that the annual average daily traffic volumes along these routes have varied substantially over the 10-year period and current volumes are also presently below historic highs. Based on the currently available data, the existing traffic volumes growth rates on these routes are less than 1% annually. Table 2 - Historic Annual Average Daily Traffic Data Location 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 Oak Street- E of 191h Ave 16,750 18,070 15,055 15,070 15,160 15,165 16,378 15,994 16,090 16,154 #16-3B-033 Oak Street- W of 7th Ave 15,080 13,184 12,960 21,969 22,101 13,649 14,741 12,482 12,557 12,607 #16-3B-034 Durston Rd E of 15th Ave 11,760 8,888 8,155 8,163 8,212 7,302 7,886 8,635 8,687 8,722 #16-3B-043 Durston Rd E of 9th Ave 9,419 8,734 10,077 10,137 9,427 8,821 8,883 8,936 8,907 9,189 #16-3B-044 Vehicle Crash Data ATS reviewed crash data from MDT's public crash site to report the level of conflict experienced within the study area over the most recent 5-year period (2020-2024). This database provides insight to identify possible crash trends pointing to geometric,traffic control, and roadway characteristic deficiencies. Crashes are expressed as a rate of crashes per million vehicles entering (MVE) an intersection or per million vehicle miles traveled (MVMT) along a given segment. Typical vehicle crash rates in this area are below 0.5 per MVE, which is typical for urban intersections. A fatal crash involving a bicycle and a motorist was reported at the intersection of Oak Street and 151h Avenue in October of 2022. The driver in this case was sited for failing to stop on red at the traffic signal. The intersection crash summary is shown in Table 3. Abelin Traffic Services 5 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Table 3 — Intersection Crash Summary Number of Reported Crash Rate per Location Crashes (2020-2024) MVE Oak Street& 15th Avenue 9 0.25 Oak Street& 14th Avenue 2 0.09 Oak Street& 12th Avenue 0 0.00 Oak Street& 11th Avenue 4 0.17 Durston Road & 15th Avenue 11 0.48 Durston Road&11th Avenue 6 0.37 Bozeman Transportation Plan The 2017 Bozeman Transportation Master Plan (BTMP) projects traffic conditions on roadways throughout Bozeman through 2040 and provides short-term and long-term recommendations for the roadway network. The plan contains a variety of recommendations for the roadways in this area. These improvements include: MSN-43 Oak Street(N. 15th Avenue to N. 19th Avenue) Complete Oak Street, from 15th Avenue to 19th Avenue, to a five-lane urban principal arterial standard. (this project was completed in 2019) TSM-17 Oak Street and N. l lth Avenue Geometric improvements to the intersection of Oak Street and North 11th Avenue with traffic signal installation when signal warrants are met. Estimated Cost $1,150,000 (not currently planned for construction). TSM-31 Durston Road and N. 15th Avenue Consider a single-lane roundabout to better meter traffic flows. All four legs of the intersection receive approximately equal traffic, and its proximity to the schools warrants long term improvements to the intersection. Estimated Cost $2,000,000 (not currently planned for construction). Level of Service Using the data collected for this project, ATS conducted a Level of Service (LOS) analysis at area intersections. This evaluation was conducted in accordance with the procedures outlined in the Transportation Research Board's Highway Capacity Manual 7th Edition: A Guide for Multimodal Mobility Analysis and the Synchro 11 roadway analysis software. Intersections are graded from A to F representing the average delay that a vehicle entering an intersection can expect. Typically, a LOS of C or better is considered acceptable for peak-hour conditions. Table 4 shows the existing 2025 LOS for the AM and PM peak hours without the generated traffic from the Hidden Creek Community. The LOS calculations are included in Appendix C. The table shows that all the study intersections are functioning at an acceptable LOS under Abelin Traffic Services 6 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana current traffic conditions and most roads in the area are functioning below operating capacity. A review of the traffic volumes and LOS indicated that the peak afternoon traffic period from Bozeman High (3:00 to 3:30) are slightly lower than the AM and PM peak commuter traffic periods and the LOS in the afternoon peak is better than commuter peaks along Durston Road. Therefore, no further analysis of the afternoon school traffic was performed for this project. No detailed analysis of afternoon school traffic impacts was performed at the intersections along Oak Street or Juniper Street due to the distance from Bozeman High School. Both the intersections of 1 lth Avenue and 14th Avenue with Oak Street are experiencing LOS deficiencies in the PM peak hours. However, it is important to note that the existing LOS issues at these locations are mostly associated with the southbound traffic from the adjacent streets turning onto Oak Street from the commercial areas to the north and are not associated with the residential traffic from the areas south of Oak Street. Table 4 — Existing 2025 Level of Service Summary Afternoon AM Peak Hour School Traffic PM Peak Hour Intersection Delay Delay Delay Sec. LOS Sec. LOS Sec. LOS Oak St & N 15th 14.3 B 14.4 B Avenue Oak St & N 14th 18.2/12.9 C/B 37.9/45.5 E/E Avenue** Oak St & N 12th 10.9 B * * 10.9 B Avenue Oak St & N 11th 20.7/18.7 C/C * * 29.5/55.8 D/F Avenue** N 15th Avenue & 10.3/10.7 B/B * * 12.2/13.2 B/B Juniper St** Durston Rd & N 20.2 C 18.5 C 21.7 C 15th Avenue Durston Rd & N 14.8 C 13.9 B 18.5 C 11th Avenue *Bozeman High School Traffic not analyzed for Oak Street and Juniper Street. **Eastbound/Westbound or north bound/southbound side street LOS and delay. D. PROPOSED DEVELOPMENT The development currently under consideration for this site includes 9.8 acres of land located in Section 1,Township 2 South,Range 5 East,between Durston Road and Juniper Street. The project would include five multi-story buildings with 182 multi-family apartment units and 8 community land trust homes. The project would include 203 on-site parking spaces,2 KSF of open space, and Abelin Traffic Services 7 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana a separate parcel will be reserved for Gallatin County. The project would be accessed via an extension of Oak Park Drive to the north to Juniper Street(to be constructed). Visibility from the proposed access location is unrestricted. A secondary emergency access will be connected to the existing Gallatin County rest home campus to the south. Construction on the property would begin in 2025 and would likely be completed by 2027. The Hidden Creek Community development site plan is shown in Figure 2. E. TRIP GENERATION AND ASSIGNMENT ATS performed a trip generation analysis to determine the anticipated future traffic volumes from the proposed development using the trip generation rates contained in Trip Generation (Institute of Transportation Engineers,Eleventh Edition). These rates are the national standard and are based on the most current information available to planners. A vehicle "trip" is defined as any trip that either begins or ends at the development site. ATS determined that the critical traffic impacts on the intersections and roadways would occur during the weekday morning and evening peak hours. According to the ITE trip generation rates, at full build-out the development would produce 76 AM peak hour trips, 97 PM peak hour trips, and 1,281 daily trips. See Table 5 for detailed trip generation information. Table 5 - Trip Generation Rates AM Peak Total AM PM Peak Total PM Total Hour Trip Peak Hour Trip Peak Weekday Weekday Ends per Hour Trip Ends per Hour Trip Trip Ends Trip Land Use Units Unit Ends Unit Ends per Unit Ends Low-rise Apartment 182 0.4 (18in/5out) 0.51 (59in//34out) 6.74 1,227 ITE#220 Apartment (HRDC) 8 0.4 (tin 2out) 0.51 (3in lout) 6.74 54 ITE#220 76 97 TOTAL 190 19in/57out 62in/35out 1,281 F. TRIP DISTRIBUTION The traffic distribution and assignment for the proposed subdivision was based upon the existing ADT volumes along the adjacent roadways and the peak-hour turning volumes. Traffic is expected to distribute onto the surrounding road network as shown in Figure 3. The project will likely distribute some additional traffic onto 14th Avenue, but the level of traffic using 14th Avenue will likely be low (less than ten vehicles per hour) due to the difficulty with turning onto Oak Street at this location compared to accessing Oak Street from the signalized intersection one block to the west on 151h Avenue using Juniper Street. Abelin Traffic Services 8 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Figure 2 - Proposed Development PROJECT INFORMATION F'�ZN7SETBACK LIHTC APARTMENTS BUILDING MFORNATION REA IRS ETBACK SITE BLDG1 BLDG21 BM31 BLDG4 BLDG5 - 8 DRIES VARIES 3 3 3 3 4 UM T 19z 24 36 2452 I BED 16BEO 89 24 18 16 24 4 BUILDING 2 I-BUILDING 3 2BED 14 0 15 13 12 a 4BED 0 3 3 C B SF TOTAL" 132I0 '85CO 33,900 34100 M0 69.000 SF FOOTPRINT' 537M an 11= 115M 1]e"'0. u5m - 'AAWN7SN',CLUDEPRVATEBALCONYSt S ZONING DISTRICT&LAND USE PARKING ZONE RJ OFF-STREETTOTAL AREA I97,40CSF TO-AL PARKING 205 — LOTSIZE 4.53.4CF0 ADA 10 DENSITY 4D UNITS PE RACRE STANDARD 195 T LOT CMUME T2% COMPACT 0 S FAR. .B3t BIKE 28 BUILDING HEIGHT MAX 5EFIET ON-STREET 10 FRONT SETBACK 136=EET REARSETBACK IBF:ET OPENSPACE PROJECT DESIGN:LANDSCAPING 8: TOTAL IS23DSF PARKING LOT ZOAEA SEEF.CORPAN 1440SF LANCSC.APEAREA 8,CC0$F ZONEB 16 X78 IDOSF -TEES 23 [--I-BUILDING 4 Za�D =x836, 17'DSF - ZOED 16'X I'S 16'DSF 1" ZOK 1SX101',, 136 SWOSF ZONEF 4T%10i' SIMSF 7 —— ZONEG 198'X"3V 242DSF BUILDING 1 i e FDTJREF DoITE d3D]SF I � a Fu7JPEFAC£ITE I6.CC'S= 93 j. J � b� BUILDING 5 � k I? 1,OVERALL SITE PLAN Copy 1 s �j l 1'•BD'-0• >o LLILJ UHP Design LLC 6—Ir AT ek comma Y N.031r°x Uemu°IR�!bJl SITE PLAN REF-CONDO SP002 IIn;):aL�ns DATE: e'u2�s Abelin Traffic Services 9 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Figure 3 —Trip Distribution Oak Street 30% 30% L L Ln ~� N 14 rI rI Z Z Z 28% 2% 30% Juniper Street 0% 70% Y ? O1 Y U � 7 C E 40% E -0 0 v Durston Road 10% 0 10% 20% G. TRAFFIC IMPACTS OUTSIDE OF THE DEVELOPMENT Using the trip generation and trip distribution numbers, ATS determined the future Level of Service for the area intersections. The AM and PM peak existing 2025 traffic volumes and site generated traffic are shown in Figures 4 & 5. The anticipated No-Build intersection LOS for the study intersection is shown in Table 6. The No-Build LOS assumed a 1% annual traffic volume increase on the surrounding road network through 2027 based on the low traffic volume growth identified from the recent historic volume along Oak Street and Durston Road. The projected 2027 LOS with the Hidden Creek Community development is shown in Table 7. The AM and PM peak projected 2027 No Build and total development traffic volumes are shown in Figures 6 & 7. The traffic volume calculations are included in Appendix B of this report. As the tables show, the development of the Hidden Creek Community will increase traffic delay slightly(0.1-1.0 seconds) at the study intersections,but most intersections will continue to function at LOS C or better with current configurations. Traffic volume increases on the surround road network will be 100 to 400 VPD and total traffic volumes along Juniper Street and 12t'Avenue will range from 800 to 1,400 VPD, which is well within the capacity of a local roadway. Abelin Traffic Services 10 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Figure 4 Figure 5 Existing 2025 Peak-Hour Volumes Site Generated Peak-Hour Volumes 15th Ave Existing 2025 14th Ave I Ith Ave AM Peak Hour 15"Ave (15 min x4'. 4 J IL 16 60 J L 12 12 J IL 36 Site Generated Trani, 14m Ave 11th Ave 16 1 « 412 0 1 « 412 « 496 0 1 « "0 AM Peak Hour Oak St. 40 4 r 36 12 1. r 32 r 16 20 ik r 4 J L J L J L 24 40 24 t 1 8 648 » 1 0 24 J 1 4 l « 1 « « 1 «6 72a » t 16 816 » t 0 4 -i r 56 860 » t 0 oak S1. 14 r {E r r 6 4 r 64 P 48 a -1 P zo o -1 tk 4 17 2 » 1 1 12th Ave » t » t 7 r 17 17 ti t 4 J t 0 6 1 r 2 7 r 1 e 156 1 « 0 « 28 12th Ave l ani er St. 4 1. r 28 r 0 J L 17 4 J 1 4 24 » 1 0 t « « 0 » t 108 0 7 0 luni er St. 6 r 23 r s o � P1s Hidden Creek Community » t 13 7 /E 17 32 J L 24 1 P 8 IN 19 124 1 « 276 « 260 OUT 57 5 J L 2 Hidden Creek Community ocisoi Hr. 68 ik r 36 r 92 11 1 « « 2 24 1 20 520 » 1 56 Durson Rd. 6 1. r r 532 » t 80 140 7 68 2 J 1 6 » 1 a0 7 /�60 » t 4 1 r 11th Ave 1 M 11th Ave 151h Ave Existing 2025 14th Ave 1Ith Ave 151h Ave PM Peak Hour Site Generated Trattic 14th Ave 11th Ave (15 min x4'. 24 J L 16 8 J L 8 20 J L 44 PM Peak Hour 36 1 « 1020 4 1 « 9" « 1104 0 1 « 9s2 J L J L J t oak St. 48 {E 4. 68 a ik r 2 4 r 24 40 ik r 8 1 « 1 « « 1 « 19 12 1 168 12 1 16 712 » 1 0 8 1 4 0akS1. V r 4 r r 19 4 r 684 » t 48 93z » t o 12 Z P 24 91s » t 0 1 11 1 2 » 1 1 60 7 r 108 16 Z r 20 0 Z r 4 » t » t 1 r 11 11 » t 12th Ave 19 7 M 2 1 11' 1 r 4 J IL 4 12th Ave 216 1 « 0 • 40 J t 11 mni erst. o r 36 r 0 1 « « 4 J 1 0 28 » 1 0 luni er St. 19 r 14 r 19 o » t zao o -1 P o 1 » 1 25 0 7 r 2a » f 43 7 1*11 Hidden Creek Community 7 f 25 IN 62 40 J L 76 OUT 35 3 J L 6 Hidden Creek Community 140 1 « 528 « 512 7 t « « 6 Durson Rd. 68 ik r 48 r 96 Durson Rd. 4 � r 1 r 56 -, 1 60 412 1 144 6 1 4 • 1 400 » t 184 96 7 /E 184 » t 12 9 r 12 7 /k 40 1 M I1th Ave 11th AV, Note-See Appendix B for High-Resolution Volume Images Both the intersections of 1 lth Avenue and 141h Avenue with Oak Street are currently experiencing LOS deficiencies in the PM peak hours. This issue was identified as an existing condition and is only associated with the southbound traffic turning from the adjacent commercial areas to the north of Oak Street. The only way to address the existing LOS deficiencies at these intersections would be with the addition of a higher form of traffic control such as a traffic signal or roundabout. In general, a roundabout should not be installed adjacent to a traffic signal. The development of roundabouts at these intersections is not recommended due to the proximity to the nearby traffic signals at North 151h Avenue and North 71h Avenue. Any vehicle queueing at a nearby traffic signal has the potential to back traffic into the roundabouts which can severely impact overall roadway operations and is not recommended. Abelin Traffic Services 11 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Table 6 - Future 2027 No-Build Level of Service Summary AM Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay Sec. LOS Oak St & N 15th 14.3 B 14.4 B Avenue Oak St & N 14th 18.6/13.0 C/B 40.1/47.9 E/E Avenue Oak St & N 12th 10.9 B 11.0 B Avenue Oak St & N 11 th 21.2/19.1 C/C 30.7/61.3 D/F Avenue N 15th Avenue & 10.4/10.7 B/B 12.3/13.3 B/B Juniper St* Durston Rd & N 20.5 C 22.1 C 15th Avenue Durston Rd & N 11th Avenue 14.9 B 19.1 C *Eastbound/Westbound side street LOS and delay. Table 7 - Projected 2027 Level of Service Summary with Development AM Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay Sec. LOS Oak St & N 15th 14.3 B 14.5 B Avenue Oak St & N 14th 20.0/13.0 C/B 43.3/48.1 E/E Avenue Oak St & N 12th 11.1 B 11.1 B Avenue Oak St & N 11 th 21.7/19.4 C/C 31.5/65.4 D/F Avenue N 15th Avenue & 10.5/10.8 B/B 12.9/14.1 B/B Juniper St* Durston Rd & N 20.5 C 21.4 C 15th Avenue Durston Rd & N 11th Avenue 15.1 C 19.2 C Juniper Street & 9.0 A 9.2 A Hidden Creek *Eastbound/Westbound side street LOS and delay. Abelin Traffic Services 12 August, 2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Figure 6 Figure 7 Projected 2027 No Build Volumes Projected 2027 Total Traffic 15th Ave Future 2027 15th Ave Future2027 14th Ave 11th Ave AM Peak Hour 14th Ave 11th Ave AM Peak Hour With Devetopment NO BUILD 4 J L 1' 61 J L 12 12 J L 37 4 J L 16 61 J L 12 12 J L 37 16 1 420 0 1 420 506 0 1 449 16 1 420 0 1 420 506 0 1 455 Oak St. 41 1F r 37 12 {F r 33 r 16 20 b r 4 Oak St. 41 1F r 37 12 11. r 33 r 22 20 16 r 4 24 1 41 24 J 8 661 N 1 0 24 4 24 58 24 10 661 N 0 24 J v1 4 743 ti 1 16 832 y 1 0 4 7 r 57 877 y f 0 743 y f I6 832 • 1 0 4 7 r 74 894 y f 0 65 7 r 49 a 7 r 20 0 7 r 4 71 7 r 49 10 7 r 20 a 7 P 4 12th Ave 12th Ave 4 J L 0 4 J L 17 159 1 r 0 159 1 f 0 r 29 Junl er St. 4 r 29 r Juni er St. 10 r 51 r 6 4 1 4 r 1 4 J 1 4 24 • 14 0 • 1 110 7 r 0 • 1 130 13 7 r 17 0 z r 1B 0 7 /F 24 Hidden Creek Community Hidden Creek Community 33 J L 24 38 J L 26 126 1 • 282 r 265 138 1 282 F 267 Durson Rd. 69 1F r 37 r 94 Durson Rd. 75 b r 37 r 94 24 1 20 530 • 1 57 26 1 20 536 r 1 57 543 y 1 82 143 7 /F 69 543 y 1 85 143 '1 r 69 82 1 r 61 82 7 r 61 11th Ave 11th Ave 15th Ave Future 2027 15th Ave Future 2027 14th Ave 11th Ave PM Peak Hour 14th Ave 11th Ave PM Peak Hour With Devetopment NO BUILD 24 J L 16 8 J L 8 20 J L 45 24 J L 16 8 J L 8 20 J L 45 37 1 1040 4 1 • 963 • 1024 0 1 • 971 37 1 1040 4 1 • 963 • 1024 0 1 990 Oak St. 49 1F r 69 8 V r 24 r 24 41 b r 8 Oak St. 49 V r 69 8 V r 24 r 43 41 1. r 8 12 1 171 12 1 16 726 • 1 a 8 1 4 12 182 12 IB 726 y 1 0 8 1 4 69B y 1 49 951 r 1 0 12 7 r 24 934 r 1 0 698 • 1 49 951 • 1 0 12 7 r 35 945 • 1 0 61 1 r 130 16 7 r 20 0 % r 4 80 7 r 110 18 7 r 20 0 7 r 4 12th Ave 12th Ave 4 J L 4 4 J L 15 z20 1 . 0 • 220 1 • 0 •41 rani er St. 0 r 37 r rani er St. 19 r 51 r 19 4 . 1 0 1 4 $ 1 0 29 • 1 25 0 ti 1286 '1 r 0 r 1 286 43 1 r 11 0 7 r 29 0 '1 r 53 Hidden Creek Community Hidden Creek Community 41 J L 78 44 J L 84 143 1 539 F 522 150 1 ft 539 F 529 Dureon Rtl. 69 49 r 98 Durson Rd. 73 1F r 49 r 98 57 1 61 420 y 1 147 63 1 61 424 y 1 147 4a6 • 1 188 98 7 r 188 408 • t 200 98 7 r 188 12 7 r 41 12 7 r 41 11th Ave 11th Ave Note-See Appendix B for High-Resolution Volume Images Traffic signals should not be installed if an intersection can be reasonably served by existing traffic road infrastructure. The existing traffic signal at 151h Avenue effectively serves the needs of the adjacent residential areas and few vehicles (5-10 VPH) choose to make left-turns from the south at 14th Avenue or 11th Avenue. Only a small amount of traffic from the Hidden Creek Community would utilize a traffic signal at 141h Avenue (1-2 VPH) and the existing road network would not allow vehicles from the Hidden Creek Community to reach a traffic signal at 11th Avenue. SIGNALIZATION WARRANT ANALYSIS Traffic signals create known delay and safety issues and should not be installed unless specific volume thresholds are met. An intersection can function at a poor LOS while not serving a sufficient level of traffic to warrant the installation of a traffic signal. A study was performed to determine if the Oak Street intersections with 14th Avenue or llth Avenue meet traffic signal Abelin Traffic Services 13 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana warrants now or may meet warrants in the future. This study was completed in accordance with the procedures outlined in the 2023 11ffi Edition of the Manual on Uniform Traffic Control Devices (MUTCD). These calculations are based on new traffic data collected by ATS in August of 2025. The MUTCD outlines nine traffic signal warrants. One or more of these warrants should be met before a traffic signal is installed at an intersection. In order to evaluate these signal warrants, it is necessary to assemble 24-hour traffic volume data,pedestrian volumes, and historic crash trends for an intersection. The individual traffic signal warrants include: • Warrant 1 —Eight-Hour Vehicular Volume • Warrant 2—Four-Hour Vehicular Volume • Warrant 3 —Peak Hour Vehicular Volume • Warrant 4—Pedestrian Volume • Warrant 5 —School Crossing • Warrant 6—Coordinated Signal System • Warrant 7—Crash Experience • Warrant 8—Roadway Network • Warrant 9—Intersection Near a Grade Crossing Additional Considerations The MUTCD allows lower minimum threshold volumes for signalization at locations where the speed limit is greater than 40 MPH or where the community has a population of less than 10,000. The current posted speed limit on this section of Oak Street is 35 MPH. Therefore,this criterion is not met. The MUTCD also allows for the elimination of some right-turn traffic on the minor approach from the warrant evaluation. Section 4C.01 of the MUTCD stated that: "Similar engineering judgment and rationale should be applied to a street approach with one through/left-turn lane plus a right-turn lane.In this case, the degree of conflict of minor-street right-turn traffic with traffic on the major street should be considered. Thus, right-turn traffic should not be included in the minor-street volume if the movement enters the major street with minimal conflict. The approach should be evaluated as a one-lane approach with only the traffic volume in the through/left-turn lane considered. " In this instance, the southbound approach on llth Avenue is currently designed with separated right-turn and left-turn lanes. Based on this condition, only southbound left-turns were included in the signal warrants for this location. Abelin Traffic Services 14 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana SIGNALIZATION WARRANTS Warrant 1 — Eight-Hour Vehicular Volume MUTCD SECTION 4C.02 "The Minimum Vehicular Volume, Condition A, is intended for application at locations where a large volume of intersecting traffic is the principal reason to consider installing a traffic control signal. The Interruption of Continuous Traffic, Condition B, is intended for application at locations where Condition A is not satisfied and where the traffic volume on a major street is so heavy that traffic on a minor intersecting street suffers excessive delay or conflict in entering or crossing the major street. It is intended that Warrant 1 be treated as a single warrant. If Condition A is satisfied, then the criteria for Warrant I is satisfied and Condition B and the combination of Conditions A and B are not needed. Similarly, if Condition B is satisfied, then the criteria for Warrant 1 is satisfied and the combination of Conditions A and B is not needed. Standard: The need for a traffic control signal shall be considered if an engineering study finds that one of the following conditions exist for each of any 8 hours of an average day: A. The vehicles per hour given in both of the 100 percent columns of Condition A in Table 4C-1 exist on the major-street and the higher-volume minor-street approaches, respectively, to the intersection; or B. The vehicles per hour given in both of the 100 percent columns of Condition B in Table 4C-1 exist on the major-street and the higher-volume minor-street approaches, respectively, to the intersection. In applying each condition the major-street and minor-street volumes shall be for the same 8 hours. On the minor street, the higher volume shall not be required to be on the same approach during each of these 8 hours." For a roadway with one lane on the minor street and two lanes on the major approach, Table 4C- 1 gives the minimum vehicular volumes of 480 Vehicles Per Hour(VPH) on the major street and 120 VPH on the minor approach for Condition A. For Condition B, the minimum vehicular volume is 630 VPH on the major street and 70 VPH on the minor approach under reduction C (major street exceeds 40 mph). An analysis of the hourly data for Oak Street indicates that the eighth highest hour has over 1,400 VPH, which is well above the minimum volumes for both Conditions A and B. The projected eight-hour approaching traffic volume for southbound traffic on I Ith Avenue is 52 VPH with 33 left-turns per hour, which is not sufficient to meet this warrant (75 VPH required minimum). At 14th Avenue, the eight-hour approaching traffic volume for southbound traffic is 45 VPH (14 left turns) and the intersection has only 19 northbound VPH total, which is not sufficient to meet this warrant. It should be noted the Hidden Creek Community project is not expected to add any southbound traffic to these approaches at full buildout and the project is only expected to increase the northbound traffic volumes at 14th Avenue by 1-2 vehicles per hour, which has no impact on these warrants. Abelin Traffic Services 15 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Table 4C-1. Warrant 1, Eight-Hour Vehicular Volume Condition A—Minimum Vehicular Volume Number of lanes for moving Vehides per hour on major street Vehicles per hour on higher-volume traffic on each approach (total of both approaches) minor-street approach(one direction only) Major Street I Minor Street 100%a 1 80%b 1 70% 56%d 100%a 1 80%b 700 560 a 1 1 500 400 350 280 150 120 105 84 2 or more 1 600 480 420 336 150 120 105 84 2 or more 2 or more 600 480 420 336 200 160 140 112 1 2 or m ore 500 400 350 280 200 160 140 112 Condition B—Interruption of Continuous Traffic Number of lanes for moving Vehicles per hour on major street Vehicles per hour on higher-volume traffic on each approach (total of both approaches) minor-street approach(one direction only) Major Street TMn.r Street 100%a 1 80%b 1 70%° 1 56%d 100%a 1 80%b 1 70,/ 56%d 1 1 750 600 525 420 75 60 53 42 2 or more 1 900 720 630 504 75 60 53 42 2 or more 2 or more 900 720 630 504 100 80 70 56 1 2 or more 750 600 525 420 100 80 70 56 a Basic minimum hourly volume b Used for combination of Conditions A and B after adequate trial of other remedial measures °May be used when the major-street speed exceeds 40 mph or in an isolated community with a population of less than 10,000 d May be used for combination of Conditions A and B after adequate trial of other remedial measures when the major-street speed exceeds 40 mph or in an isolated community with a population of less than 10,000 SecL 4C.02 December 2009 Warrant 2 — Four-Hour Vehicular Volume MUTCD SECTION 4C.03 "The Four-Hour Vehicular Volume signal warrant conditions are intended to be applied where the volume of intersecting traffic is the principal reason to consider installing a traffic control signal. Standard: The need for a traffic control signal shall be considered if an engineering study finds that,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 vehicles per hour on the higher-volume minor-street approach (one direction only) all fall above the applicable curve in Figure 4C-1 for the existing combination of approach lanes. On the minor street, the higher volume shall not be required to be on the same approach during each of these 4 hours." The data collected by ATS indicates that the fourth highest hour on this section of Oak Street Montana Avenue has over 1,600 VPH, which is above the limit of the chart for figure 4C-1. Therefore, the minor street approach needs only to meet the minimum volume (115 VPH). The projected southbound left-turn traffic volumes from l lth Avenue Lane in the 41h highest hour is 38 VPH, which is not sufficient to meet the fourth-hour vehicle volume warrant with the two-lane configuration. At the 141h Avenue approach, the intersection has only 40 total approaching Abelin Traffic Services 16 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana southbound vehicles and 13 left turns in the fourth highest hour. Total vehicles on the northbound approach is 24 VPH,which is well below the minimum thresholds. It should be noted the Hidden Creek Community project is not expected to add any southbound traffic to these approaches at full buildout and the project is only expected to increase the northbound traffic volumes at 14th Avenue by 1-2 vehicles per hour, which has no impact on these warrants. Figure 4C-1. Warrant 2, Four-Hour Vehicular Volume 500 IN 2 OR MORE LANES&2 OR MORE LANES 400 2 OR MORE LANES&1 LANE MINOR I 1 LANE&1LANE STREET 300 HIGHER- VOLUME APPROACH- 200 VPH 115* 100 so* 300 400 500 600 700 80o 900 1000 1100 1200 1300 1400 MAJOR STREET TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) 'Note:115 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 80 vph applies as the lower threshold volume for a minor-street approach with one lane. Warrant 3 — Peak Hour Vehicular Volume MUTCD SECTION 4C.04 "The Peak Hour signal warrant is intended for use at a location where traffic conditions are such that for a minimum of I hour of an average day, the minor-street traffic suffers undue delay when entering or crossing the major street. This signal warrant shall be applied only in unusual cases, such as office complexes, manufacturing plants, industrial complexes, or high-occupancy vehicle facilities that attract or discharge large numbers of vehicles over a short time. The need for a traffic control signal shall be considered if an engineering study finds that the criteria in either of the following two categories are met: A. If all three of the following conditions exist for the same I hour(any four consecutive 1 S-minute periods) of an average day: Abelin Traffic Services 17 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana 1. The total stopped time delay experienced by the traffic on one minor-street approach (one direction only) controlled by a STOP sign equals or exceeds: 4 vehicle-hours for a one-lane approach; or 5 vehicle-hours for a two-lane approach, and 2. The volume on the same minor-street approach (one direction only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes, and 3. The total entering volume serviced during the hour equals or exceeds 650 vehicles per hour for intersections with three approaches or 800 vehicles per hour for intersections with four or more approaches. B. The plotted point representing the vehicles per hour on the major street(total of both approaches) and the corresponding vehicles per hour on the higher-volume minor- street approach (one direction only)for I hour(any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 4C-3 for the existing combination of approach lanes." Figure 4C-3. Warrant 3, Peak Hour 600 500 2 OR MORE LANES&2 OR MORE LANES MINOR STREET 400 2 OR MORE LANES&1 LANE HIGHER- VOLUME 300 1 LANE&1 LANE APPROACH- VPH 200 1 so* 100 100* 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) *Note:150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. The lower volume threshold for meeting the peak-hour signal volume warrant is a minimum of 100 vehicles per hour on the minor approaches. The analysis of the existing and projected traffic data indicates that Oak Street currently has an afternoon peak-hour traffic volume of approximately 1,800 VPH. The peak hour southbound left-turn traffic from 1 lth Avenue is 52 VPH. The existing northbound and southbound approach volumes at 141h Avenue are 30-40 VPH. These volumes are not sufficient to meet this warrant for peak-hour traffic volumes under current conditions. The projected 2040 northbound and southbound approach volumes at 14th Avenue are 50-70 VPH. These volumes are not sufficient to meet the existing or future peak-hour volume warrants for these locations. Abelin Traffic Services 18 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Warrant 4— Pedestrian Volume MUTCD SECTION 4C.05 "The Pedestrian Volume signal warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians experience excessive delay in crossing the major street. Standard: The need for a traffic control signal at an intersection or midblock crossing shall be considered if an engineering study finds that both of the following criteria are met: 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 B. For 1 hour(any four consecutive I5-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." At this time there is little pedestrian activity crossing this section of Oak Street. An analysis of the traffic data collected in 2024 did not indicate any pedestrians crossing the roadway at this location during the 12-hour counts at these two locations. Therefore, this warrant is not met. Warrant 5 — School Crossing MUTCD SECTION 4C.06 "The School Crossing signal warrant is intended for application where the fact that school children cross the major street is the principal reason to consider installing a traffic control signal. For the purposes of this warrant, the word "schoolchildren"includes elementary through high school students. Standard: The need for a traffic control signal shall be considered when an engineering study of the frequency and adequacy of gaps in the vehicular traffic stream as related to the number and size of groups of school children at an established school crossing across the major street shows that the number of adequate gaps in the traffic stream during the period when the children are using the crossing is less than the number of minutes in the same period(see Section 7A.03) and there are a minimum of 20 students during the highest crossing hour. Before a decision is made to install a traffic control signal, consideration shall be given to the implementation of other remedial measures, such as warning signs and flashers, school speed zones, school crossing guards, or a grade-separated crossing. The School Crossing signal warrant shall not be applied at locations where the distance to the nearest traffic control signal along the major street is less than 90 in (300 ft), unless the proposed traffic control signal will not restrict the progressive movement of traffic." Abelin Traffic Services 19 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana There are no existing nearby schools which may benefit from a traffic signal at this location. Therefore, this warrant is not met. Warrant 6 — Coordinated Signal System MUTCD SECTION 4C.07 "Progressive movement in a coordinated signal system sometimes necessitates installing traffic control signals at intersections where they would not otherwise be needed in order to maintain proper platooning of vehicles. Standard: The need for a traffic control signal shall be considered if an engineering study finds that one of the following criteria is met: A. On a one-way street or a street that has traffic predominantly in one direction, the adjacent traffic control signals are so far apart that they do not provide the necessary degree of vehicular platooning. B. On a two-way street, adjacent traffic control signals do not provide the necessary degree ofplatooning and the proposed and adjacent traffic control signals will collectively provide a progressive operation." There are existing traffic signals along Oak Street at 151h Avenue and North 71h Avenue. These existing signals provide acceptable platooning, and there is not likely a specific need for the signal at the new approach location to provide additional platooning along this section of Oak Street. Therefore, this warrant is not met. Warrant 7 — Crash Experience MUTCD SECTION 4C.08 "The Crash Experience signal warrant conditions are intended for application where the severity and frequency of crashes are the principal reasons to consider installing a traffic control signal. Standard: The need for a traffic control signal shall be considered if an engineering study finds that all of the following criteria are met: A. Adequate trial of alternatives with satisfactory observance and enforcement has failed to reduce the crash frequency; and B. Five or more reported crashes, of types susceptible to correction by a traffic control signal, have occurred within a 12-month period, each crash involving personal injury or property damage apparently exceeding the applicable requirements for a reportable crash; and C. For each of any 8 hours of an average day, the vehicles per hour(vph)given in both of the 80 percent columns of Condition A in Table 4C-1 (see Section 4C.02), or the vph in both of the 80 percent columns of Condition B in Table 4C-1 exists on the major-street and the higher-volume minor-street approach, respectively, to the intersection, or the volume of pedestrian traffic is not less than 80 percent of the requirements specified in the Pedestrian Volume warrant. These major-street and minor-street volumes shall be for the same 8 hours. On the minor street, the higher Abelin Traffic Services 20 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana volume shall not be required to be on the same approach during each of the 8 hours." Based on the available crash histories for these locations, 141h Avenue experienced 2 vehicle crashes in the past five years and I Ith Avenue experienced 4 crashes. These crash rates are not sufficient to meet the traffic signal warrants. Therefore, this warrant is not met. Warrant 8 — Roadway Network MUTCD SECTION 4C.09 "Installing a traffic control signal at some intersections might be justified to encourage concentration and organization of traffic flow on a roadway network." Standard: The need for a traffic control signal shall be considered if an engineering study finds that the common intersection of two or more major routes meets one or both of the following criteria: A. The intersection has a total existing, or immediately projected, entering volume of at least 1,000 vehicles per hour during the peak hour of a typical weekday and has 5- year projected traffic volumes, based on an engineering study, that meet one or more of Warrants 1, 2, and 3 during an average weekday; or B. The intersection has a total existing or immediately projected entering volume of at least 1,000 vehicles per hour for each of any S hours of a nonnormal business day (Saturday or Sunday).A major route as used in this signal warrant shall have one or more of the following characteristics: A. It is part of the street or highway system that serves as the principal roadway network for through traffic flow; or B. It includes rural or suburban highways outside, entering, or traversing a City; or C. It appears as a major route on an official plan, such as a major street plan in an urban area traffic and transportation study." Oak Street is a principal arterial route but 10 Avenue is classified as a local road and is not a eligible for this warrant. The intersection with llth Avenue is considered a collector route and may be checked for the roadway network warrant. The intersection of Oak Street and 1 Ith Avenue currently has over 1,800 vehicles entering per hour but is not projected to meet Warrants 1, 2, and 3 for condition A and does not meet the criteria for condition B. Therefore, this warrant is not met. Warrant 9 — Intersection Near a Grade Crossing MUTCD Section 4C.10 "The Intersection Near a Grade Crossing signal warrant is intended for use at a location where none of the conditions described in the other eight traffic signal warrants are met,but the proximity to the intersection of a grade crossing on an intersection approach controlled by a STOP or YIELD sign is the principal Abelin Traffic Services 21 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana reason to consider installing a traffic control signal." Oak Street has no at-grade railroad crossings in this area. Therefore, this warrant is not met. WARRANT CONCLUSIONS Based on this analysis, the intersections of Oak Street with llth Avenue and 14th Avenue do not have and are not projected to have sufficient volume to meet the criteria for the installation of a traffic signal through the design year. These projections are well below the volume thresholds for signalization (100%-400%) and no traffic signal warrants would likely be met by 2040 even with the expect traffic volume growth along Oak Street (+50%). The summary data for the study intersections is shown in Tables 8 & 9. Table 8 - Traffic Signal Warrant Summary 11t" Avenue Peak Hour- Projected Volumes 8 Hour-Warrant 4 Hour-Warrant Warrant Oak St Oak St Major 111h Ave. Oak St 111h Ave Oak St 111h Ave EB+WB 111h Ave. 1A/113 1A/113 Major Minor Major Minor Traffic Traffic* 600/900 150/75 1400 115 1800 150 7:00-8:00 958 25 X/X 0/0 0 0 0 0 8:00-9:00 1325 34 X/X 0/0 0 0 0 0 9:00-10:00 1270 40 X/X 0/0 0 0 0 0 10:00-11:00 1346 33 X/X 0/0 X 0 0 0 11:00-12:00 1544 33 X/X 0/0 X 0 0 0 12:00-13:00 1557 38 X/X 0/0 X 0 0 0 13:00-14:00 1569 36 X/X 0/0 X 0 0 0 14:00-15:00 1522 39 X/X 0/0 X 0 0 0 15:00-16:00 1541 31 X/X 0/0 X 0 0 0 16:00-17:00 1707 37 X/X 0/0 X 0 0 0 17:00-18:00 1790 52 X/X 0/0 X 0 0 0 18:00-19:00 1357 29 X/X 0/0 X 0 0 0 Hour Hours Results Criteria Met Required Warrant 1a: Minimum Vehicular Volume 0 8 Warrant 1b: Interruption of Continuous Traffic 0 8 Warrant 2: Four-Hour Vehicular Volume 0 4 Warrant 3: Peak Hour 0 1 *Includes left-turn traffic only. Abelin Traffic Services 22 August, 2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Table 9 - Traffic Signal Warrant Summary 14th Avenue Peak Hour- Projected Volumes 8 Hour-Warrant 4 Hour-Warrant Warrant Oak St Oak St Major 141h Ave. Oak St 141h Ave Oak St 141h Ave EB+WB 141h Ave. 1A/113 1A/113 Major Minor Major Minor Traffic Traffic* 600/900 150/75 1400 80 1800 100 7:00-8:00 934 36 X/X 0/0 0 0 0 0 8:00-9:00 1339 45 X/X 0/0 0 0 0 0 9:00-10:00 1233 38 X/X 0/0 0 0 0 0 10:00-11:00 1327 43 X/X 0/0 0 0 0 0 11:00-12:00 1516 45 X/X 0/0 X 0 0 0 12:00-13:00 1545 54 X/X 0/0 X 0 0 0 13:00-14:00 1545 40 X/X 0/0 X 0 0 0 14:00-15:00 1494 57 X/X 0/0 X 0 0 0 15:00-16:00 1510 49 X/X 0/0 X 0 0 0 16:00-17:00 1665 43 X/X 0/0 X 0 0 0 17:00-18:00 1753 31 X/X 0/0 X 0 X 0 18:00-19:00 1365 19 X/X 0/0 0 0 0 0 Hour Hours Results Criteria Met Required Warrant 1a: Minimum Vehicular Volume 0 8 Warrant 1b: Interruption of Continuous Traffic 0 8 Warrant 2: Four-Hour Vehicular Volume 0 4 Warrant 3: Peak Hour 1 0 1 1 *Includes all southbound traffic (higher volume approach). The eastern end of Juniper Street and all of 121h Avenue are currently only half constructed to the City of Bozeman standards. These two sections of roadway currently abut a section of Gallatin County. While it would be preferable to reconstruct these road segments fully to the City of Bozeman standards, no improvements can be made on these half-sections until the properties are annexed into the City of Bozeman. No major road or intersection improvements would be needed to support the vehicular traffic from the proposed development. Due to the existing ROW availability, the new extension of Oak Park Drive south of Juniper Street is slightly offset(approximately 5 feet)to the west from the existing section of Oak Park Drive to the north. This minor offset would not create any safety concerns at this intersection. H. LONG RANGE TRAFFIC PROJECTIONS The 2017 Bozeman Transportation Master Plan (BTMP) projects traffic conditions on roadways throughout Bozeman through 2040, considering all anticipated land development projects Abelin Traffic Services 23 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana expected in this area of Bozeman over the next 25 years. The BTMP suggests that traffic volumes on Oak Street will increase to 31,000 VPD (+99%) and traffic volumes on Durston Road will increase to 13,000 VPD (+21%)by 2040. However, it should be noted that traffic volumes along this section of Oak Street have decreased slightly since the BTMP was published in 2017, which suggests the 99% traffic volume increase may not be valid for this area. In order to evaluate the 15-year traffic volume projections for this area, ATS reviewed the 2040 traffic volumes from the Bozeman Transportation Master Plan and scaled the anticipated traffic volume growth to likely 2040 conditions using an overall traffic volume growth factor of 121%for Durston Road and 150% for Oak Street. This growth factor was applied on top of the projected traffic volumes calculated for the Hidden Creek Community. The results indicate that most the intersections within the study area will function adequately through 2040 with no additional modifications. The total AM and PM peak projected 2040 traffic volumes with the proposed development are shown in Figure 8. It is possible that intersections of 1 lth Avenue and 14th Avenue with Oak Street may experience higher levels of delay by 2040 if the projected traffic volumes increases along Oak Street are realized. However, the traffic impacts from the Hidden Creek Community at these intersections is negligible (<1%) and all traffic from the Hidden Creek Community and the other residential developments in the areas south of Oak Street can easily be handled by the existing traffic signal at 15th Avenue. Table 10 - Projected 2040 Level of Service Summary with Development AM Peak Hour PM Peak Hour Intersection Delay (Sec.) LOS Delay Sec. LOS Oak St & N 15th 14.6 B 18.3 B Avenue Oak St & N 14th 54.3/23.2 F/C 978/431 F/F Avenue Oak St & N 12th 13.5 B 13.2 B Avenue Oak St & N 11 th 49.2/44.7 E/E 115/756 F/F Avenue N 15th Avenue & 11.1/11.5 B/B 14.2/16.1 B/C Juniper St* Durston Rd & N 25.5 C 28.6 C 15th Avenue Durston Rd & N 11 th Avenue 17.7 C 23.8 C Juniper Street & 9.0 A 9.2 A Hidden Creek *Eastbound/Westbound side street LOS and delay Abelin Traffic Services 24 August,2025 Hidden Creek Community Traffic Impact Study Bozeman,Montana Figure 8 Projected Future 2040 Total Traffic 15th Ave Future 2040 14th Ave llth Ave AM Peak Hour With Deve' 6 J L 24 90 J L 18 18 J IL 54 24 1 618 0 1 . 618 H 744 0 1 666 Oak St. 60 V r 54 18 14 r 48 r 30 30 V r 6 36 77 36 1 14 972 y 1 0 36 J 1 6 1092 • t 24 1224 • 1 0 6 7 /� 101 1307 • 1 0 102 Z P 72 14 7 P 30 0 7 P 6 12th Ave s J L 17 189 1 4- o H 34 Juniper St. 11 P. r s7 r 6 s 1 s 29 1 40 0 • 1 131 13 7 r 17 0 27 Hidden Creek Community 44 J L 31 I61 1 334 r 317 Durson Rtl. 88 1. r 44 r III 31 1 24 635 • 1 68 644 y 1 101 169 7 /F 82 97 1 /'73 llth Ave 1sth Ave Future 2040 14th Ave Ilth Ave PM Peak Hour With Deveb 36 J L 24 12 J L 12 30 J IL66 54 1 1530 6 1 4. 1416 1- 1506 0 1 1447 Oak St. 72 {� r 102 12 14 r 36 r 55 60 {F 12 18 263 18 1 26 1068 y 1 0 12 1 6 1026 • 1 72 1398 • 1 0 IS 7 f 47 1385 • 1 0 109 Z 162 26 7 30 0 7 6 2992 12th Ave s J L 15 261 1 o H 48 ,uni ar St. 19 r 58 r 19 s 1 0 34 1 2s 0 • 1 339 43 7 r 11 0 59 Hidden Creek Community 52 J L 98 176 1 639 H 626 Durson Rd. 86 1. r 58 r 116 74 1 73 502 • 1 174 484 y 1 235 116 7 223 15 1 Jr 48 llth Ave Note-See Appendix B for High-Resolution Volume Images I. IMPACT SUMMARY & RECOMMENDATIONS As proposed,the Hidden Creek Community will not create any roadway capacity problems in this area. The existing signalized intersections on 151h Avenue at Oak Street and Durston Road will function adequately through full build-out of the project with no modifications. Most other intersections within the study area will function well within capacity through 2040. It is possible that the intersections of Oak Street with 14th Avenue and 1 lth Avenue will experience poor LOS conditions by 2040 if the projected traffic volumes increases along Oak Street are realized. However, the traffic impacts at these two intersections from the Hidden Creek Community is negligible and the intersections are not expected to meet the minimum threshold volumes for signalization through the design year. Abelin Traffic Services 25 August,2025 APPENDIX A Traffic Data Turning Movement Count All Vehicles Location Bozeman - Oak and 15th Date Sept. 24 and 25, 2024 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 5 2 5 0 1 3 1 0 2 109 7 0 3 68 2 0 208 7:30 - 7:45 7 2 5 0 5 6 2 0 2 112 10 0 7 57 2 0 217 7:45 - 8:00 10 4 12 0 10 4 0 0 6 182 16 0 9 103 4 0 360 8:00 - 8:15 5 4 11 0 8 6 2 0 6 196 29 0 10 101 3 0 381 8:15 - 8:30 14 8 12 0 8 5 1 0 4 201 20 0 9 107 2 0 391 8:30 - 8:45 12 7 12 0 6 4 3 0 8 146 18 0 4 109 2 0 331 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 - 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 - 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 - 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 - 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 - 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 - 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 - 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 - 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 - 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 - 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 - 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 - 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 - 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 - 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 4:30 43 4 17 0 16 9 4 0 3 142 12 0 19 169 4 0 442 4:30 - 4:45 37 6 21 0 11 5 3 0 1 151 14 0 13 176 2 0 440 4:45 - 5:00 31 6 26 0 13 7 7 0 3 159 26 0 8 241 5 0 532 5:00 - 5:15 42 12 27 0 12 9 6 0 1 171 15 0 17 255 4 0 571 5:15 - 5:30 35 10 18 0 9 6 3 0 5 152 21 0 12 242 3 0 516 5:30 - 5:45 26 6 32 0 8 4 4 0 2 124 17 0 9 221 2 0 455 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 01 0 0 0 01 0 0 0 01 0 0 0 0 0 267 71 198 0 107 68 36 0 43 1845 205 0 120 1849 35 0 4844 Turning Movement Count All Vehicles Location Bozeman - Oak and 12th Date September 24 and 25 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 0 0 3 0 0 0 0 0 0 103 2 0 0 76 0 0 184 7:30 - 7:45 0 0 3 0 0 0 0 0 0 129 0 0 2 86 0 0 220 7:45 - 8:00 1 0 14 0 0 0 0 0 0 162 1 0 4 124 0 0 306 8:00 - 8:15 0 0 9 0 0 0 0 0 0 189 1 0 2 119 0 0 320 8:15 - 8:30 0 0 6 0 0 0 0 0 0 162 0 0 1 133 0 0 302 8:30 - 8:45 1 0 6 0 0 0 0 0 0 178 0 0 3 140 0 0 328 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 - 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 - 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 - 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 - 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 - 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 - 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 - 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 - 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 - 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 - 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 - 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 - 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 - 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 - 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 4:30 1 0 3 0 0 0 0 0 0 177 2 0 3 204 0 0 390 4:30 - 4:45 0 0 6 0 0 0 0 0 0 193 0 0 2 198 0 0 399 4:45 - 5:00 0 0 4 0 0 0 0 0 0 190 1 0 1 237 0 0 433 5:00 - 5:15 0 0 6 0 0 0 0 0 0 178 3 0 6 251 0 0 444 5:15 - 5:30 0 0 3 0 0 0 0 0 0 158 3 0 2 268 0 0 434 5:30 - 5:45 0 0 3 0 0 0 0 0 0 141 1 0 5 197 0 0 347 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 01 0 0 0 01 0 0 0 01 0 0 0 0 0 3 0 66 0 0 0 0 0 0 1960 14 0 31 2033 0 0 4107 Turning Movement Count All Vehicles Location Bozeman - Juniper and 15th Date September 24 and 25 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 0 15 2 0 0 22 0 0 0 0 0 0 8 0 0 0 47 7:30 - 7:45 0 20 0 0 0 22 0 0 0 0 1 0 9 0 0 0 52 7:45 - 8:00 1 27 4 0 0 39 1 0 1 0 0 0 7 0 0 0 80 8:00 - 8:15 0 28 4 0 0 27 0 0 1 0 0 0 6 0 0 0 66 8:15 - 8:30 0 33 5 0 0 29 0 0 0 0 0 0 5 0 1 0 73 8:30 - 8:45 0 33 2 0 1 31 1 0 1 0 0 0 2 0 0 0 71 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 - 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 - 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 - 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 - 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 - 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 - 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 - 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 - 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 - 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 - 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 - 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 - 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 - 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 - 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 4:30 0 60 5 0 1 38 0 0 0 0 0 0 3 0 0 0 107 4:30 - 4:45 1 65 3 0 0 39 0 0 1 0 1 0 3 0 0 0 113 4:45 - 5:00 0 44 8 0 0 47 3 0 0 0 1 0 10 0 1 0 114 5:00 - 5:15 0 70 7 0 0 54 1 0 1 0 0 0 9 0 1 0 143 5:15 - 5:30 0 58 7 0 0 48 2 0 1 0 1 0 11 0 2 0 130 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 01 0 0 0 01 0 0 0 01 0 0 0 0 0 2 453 47 0 2 396 8 0 6 0 4 0 73 0 5 0 996 Turning Movement Count All Vehicles Location Bozeman - Durston and 15th Date Sept. 24-25, 2024 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 1 6 7 0 8 18 5 0 3 72 12 0 4 47 8 0 191 7:30 - 7:45 4 12 7 0 11 17 5 0 5 100 11 0 7 40 4 0 223 7:45 - 8:00 5 20 15 0 17 31 8 0 6 133 20 0 9 69 6 0 339 8:00 - 8:15 6 22 7 0 11 17 4 0 5 108 15 0 12 42 12 0 261 8:15 - 8:30 5 18 5 0 14 16 4 0 9 117 11 0 12 57 11 0 279 8:30 - 8:45 8 13 7 0 8 21 4 0 4 94 13 0 10 55 5 0 242 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 - 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 - 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 - 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 - 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 - 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 - 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 - 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 - 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 - 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 - 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 - 3:15 17 37 10 0 10 21 7 0 8 64 10 0 14 95 12 0 305 3:15 - 3:30 12 22 12 0 13 14 10 0 10 87 15 0 19 89 18 0 321 3:30 - 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 - 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 4:30 13 27 10 0 10 25 9 0 5 91 7 0 8 120 16 0 341 4:30 - 4:45 15 38 9 0 5 26 8 0 13 102 6 0 13 125 16 0 376 4:45 - 5:00 10 32 11 0 15 24 14 0 14 91 9 0 7 121 7 0 355 5:00 - 5:15 15 46 10 0 17 35 10 0 14 100 3 0 12 132 19 0 413 5:15 - 5:30 19 43 14 0 14 29 8 0 11 99 14 0 11 129 17 0 408 5:30 - 5:45 16 45 16 0 7 20 11 0 10 98 17 0 19 128 13 0 400 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 01 0 0 0 01 0 0 0 01 0 0 0 01 0 146 381 140 0 160 314 107 0 117 1356 163 0 157 1249 164 0 4454 Turning Movement Count All Vehicles Location Bozeman - Durston and 11th Date September 24 and 25, 2024 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 13 0 7 0 0 0 0 0 0 77 20 0 12 38 0 0 167 7:30 - 7:45 10 0 6 0 0 0 0 0 0 72 35 0 25 40 0 0 188 7:45 - 8:00 14 0 17 0 0 0 0 0 0 130 35 0 23 65 0 0 284 8:00 - 8:15 9 0 12 0 0 0 0 0 0 112 21 0 14 54 0 0 222 8:15 - 8:30 10 0 14 0 0 0 0 0 0 120 21 0 23 68 0 0 256 8:30 - 8:45 17 0 9 0 0 0 0 0 0 76 36 0 17 49 0 0 204 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 - 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 - 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 - 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 - 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 - 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 - 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 - 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 - 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 - 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 - 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 - 3:15 25 0 24 0 0 0 0 0 0 75 10 0 15 96 0 0 245 3:15 - 3:30 26 0 31 0 0 0 0 0 0 94 21 0 10 96 0 0 278 3:30 - 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 - 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 4:30 31 0 25 0 0 0 0 0 0 86 20 0 17 113 0 0 292 4:30 - 4:45 45 0 45 0 0 0 0 0 0 104 13 0 10 112 0 0 329 4:45 - 5:00 21 0 26 0 0 0 0 0 0 93 21 0 18 106 0 0 285 5:00 - 5:15 46 0 43 0 0 0 0 0 0 101 30 0 17 111 0 0 348 5:15 - 5:30 36 0 46 0 0 0 0 0 0 103 24 0 24 128 0 0 361 5:30 - 5:45 26 0 43 0 0 0 0 0 0 104 22 0 18 125 0 0 338 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 329 0 348 0 0 0 0 0 0 1347 329 0 243 1201 0 0 3797 Turning Movement Count All Vehicles Location Bozeman-Oak and 14th Date August 6(7am-7pm),2025 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 - 7:15 0 0 2 0 2 0 1 0 3 88 0 0 3 72 0 0 171 7:15 - 7:30 2 0 3 0 0 0 5 0 3 131 2 0 3 67 0 0 216 7:30 - 7:45 1 0 2 0 3 0 7 0 9 147 2 0 3 73 2 0 249 7:45 - 8:00 2 0 2 0 3 0 15 0 6 204 2 0 8 103 3 0 348 8:00 - 8:15 0 1 3 0 3 1 4 0 7 170 5 0 13 112 2 0 321 8:15 - 8:30 4 0 1 0 4 0 7 0 9 182 8 0 7 112 6 0 340 8:30 - 8:45 2 1 2 0 2 0 10 0 7 165 8 0 7 129 3 0 336 8:45 - 9:00 2 0 3 0 4 0 10 0 4 206 12 0 5 155 5 0 406 9:00 - 9:15 2 0 3 0 6 0 8 0 2 135 3 0 5 154 1 0 319 9:15 - 9:30 1 0 7 0 4 0 2 0 5 149 3 0 4 138 1 0 314 9:30 - 9:45 0 0 7 0 2 0 4 0 3 137 3 0 4 143 3 0 306 9:45 - 10:00 1 0 7 0 1 0 11 0 6 186 5 0 5 136 2 0 360 10:00 - 10:15 1 1 6 0 2 0 7 0 6 133 4 0 3 168 2 0 333 10:15 - 10:30 5 0 4 0 3 0 5 0 7 135 1 0 7 132 0 0 299 10:30 - 10:45 1 0 5 0 3 0 8 0 7 151 3 0 5 163 2 0 348 10:45 - 11:00 1 0 5 0 6 0 9 0 6 172 5 0 6 206 3 0 419 11:00 - 11:15 4 0 3 0 2 0 9 0 4 147 4 0 5 185 2 0 365 11:15 - 11:30 4 0 3 0 1 0 9 0 10 141 3 0 4 187 6 0 368 11:30 - 11:45 3 0 4 0 7 0 5 0 3 191 4 0 9 210 4 0 440 11:45 - 12:00 3 0 5 0 1 0 11 0 5 183 6 0 6 195 2 0 417 12:00 - 12:15 3 1 3 0 3 1 11 0 4 156 1 0 2 208 1 0 394 12:15 - 12:30 4 0 4 0 2 0 8 0 6 154 1 0 2 215 3 0 399 12:30 - 12:45 0 0 3 0 4 0 12 0 6 142 5 0 9 193 2 0 376 12:45 - 1:00 2 1 3 0 2 0 11 0 9 187 6 0 7 223 3 0 454 1:00 - 1:15 2 1 5 0 3 0 9 0 3 171 3 0 3 196 2 0 398 1:15 - 1:30 2 0 3 0 2 1 5 0 5 166 4 0 4 207 3 0 402 1:30 - 1:45 2 0 7 0 3 0 7 0 6 159 4 0 6 202 2 0 398 1:45 - 2:00 0 0 2 0 4 0 6 0 6 178 2 0 4 206 3 0 411 2:00 - 2:15 1 0 9 0 2 0 14 0 10 172 6 0 4 181 3 0 402 2:15 - 2:30 0 0 6 0 3 0 5 0 8 168 4 0 6 193 4 0 397 2:30 - 2:45 2 0 1 0 2 2 5 0 9 170 0 0 4 197 4 0 396 2:45 - 3:00 5 0 2 0 10 0 14 0 5 161 3 0 2 179 1 0 382 3:00 - 3:15 2 0 6 0 5 0 5 0 6 173 5 0 1 189 5 0 397 3:15 - 3:30 3 0 3 0 4 0 8 0 3 162 8 0 5 197 4 0 397 3:30 - 3:45 0 0 6 0 4 0 14 0 8 165 4 0 4 201 2 0 408 3:45 - 4:00 1 0 7 0 2 1 6 0 2 169 3 0 8 184 2 0 385 4:00 - 4:15 3 1 12 0 4 0 9 0 5 181 3 0 1 209 3 0 431 4:15 - 4:30 0 1 3 0 1 0 0 0 3 182 4 0 5 225 2 0 426 4:30 - 4:45 3 0 8 0 8 0 8 0 7 181 1 0 4 218 6 0 444 4:45 - 5:00 1 0 7 0 1 1 11 0 4 183 2 0 3 230 3 0 446 5:00 - 5:15 3 0 10 0 4 0 7 0 3 185 1 0 4 244 1 0 462 5:15 - 5:30 4 0 0 0 2 1 2 0 3 229 4 0 6 236 2 0 489 5:30 - 5:45 2 0 5 0 1 0 2 0 6 197 3 0 5 239 4 0 464 5:45 - 6:00 1 0 6 0 3 0 9 0 6 180 3 0 2 189 1 0 400 6:00 - 6:15 0 0 2 0 2 1 3 0 4 185 2 0 1 208 0 0 408 6:15 - 6:30 5 0 4 0 1 0 6 0 3 148 2 0 3 169 1 0 342 6:30 - 6:45 5 0 0 0 2 0 1 0 0 171 7 0 1 152 1 0 340 6:45 - 7:00 3 0 1 0 0 0 3 0 0 136 7 0 1 162 1 0 314 98 8 205 0 143 9 348 0 252 7964 181 0 219 8492 118 0 18037 Turning Movement Count All Vehicles Location Bozeman- 11th and Oak Date August 6(7am-7pm),2025 Northbound Southbound Eastbound Westbound Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds Left Thr Right Peds TOTAL 7:00 - 7:15 0 0 1 0 8 0 4 0 0 91 0 0 0 71 3 0 178 7:15 - 7:30 2 0 1 0 9 0 0 0 3 136 0 0 2 68 4 0 225 7:30 - 7:45 0 0 1 0 3 0 0 0 5 150 1 0 0 78 5 0 243 7:45 - 8:00 1 0 1 0 5 0 3 0 6 215 0 0 1 110 9 0 351 8:00 - 8:15 0 1 1 0 7 0 4 0 7 169 1 0 0 123 6 0 319 8:15 - 8:30 1 0 1 0 10 0 2 0 3 187 0 0 1 122 3 0 330 8:30 - 8:45 2 0 0 0 6 0 3 0 6 171 0 0 0 134 4 0 326 8:45 - 9:00 0 0 1 0 11 0 4 0 4 214 1 0 1 161 7 0 404 9:00 - 9:15 0 0 1 0 14 0 6 0 4 142 0 0 1 154 12 0 334 9:15 - 9:30 0 0 0 0 5 0 5 0 2 156 0 0 1 138 6 0 313 9:30 - 9:45 0 0 0 0 6 0 5 0 3 145 0 0 1 145 6 0 311 9:45 - 10:00 1 0 0 0 15 0 5 0 6 197 1 0 1 137 12 0 375 10:00 - 10:15 3 0 1 0 7 0 5 0 7 139 0 0 1 165 8 0 336 10:15 - 10:30 0 0 0 0 9 0 6 0 2 141 1 0 0 133 8 0 300 10:30 - 10:45 1 0 1 0 6 0 5 0 6 158 0 0 3 164 6 0 350 10:45 - 11:00 0 0 0 0 11 0 3 0 8 178 0 0 0 212 6 0 418 11:00 - 11:15 1 0 0 0 9 0 5 0 3 155 1 0 0 186 5 0 365 11:15 - 11:30 0 0 0 0 10 0 4 0 2 151 0 0 0 193 13 0 373 11:30 - 11:45 0 0 1 0 5 0 4 0 0 200 0 0 3 219 6 0 438 11:45 - 12:00 2 0 3 0 9 0 5 0 10 188 1 0 1 196 11 0 426 12:00 - 12:15 0 0 0 0 11 0 8 0 4 166 0 0 0 203 8 0 400 12:15 - 12:30 1 0 0 0 11 0 5 0 2 164 0 0 1 214 10 0 408 12:30 - 12:45 0 0 3 0 11 0 5 0 7 149 1 0 2 199 2 0 379 12:45 - 1:00 1 0 2 0 5 0 9 0 7 192 2 0 1 223 0 0 442 1:00 - 1:15 1 0 3 0 5 0 6 0 5 180 0 0 1 194 13 0 408 1:15 - 1:30 0 0 0 0 11 0 4 0 5 169 0 0 1 210 2 0 402 1:30 - 1:45 0 0 1 0 9 0 3 0 4 168 1 0 1 207 2 0 396 1:45 - 2:00 0 0 4 0 11 0 5 0 4 182 0 0 3 208 9 0 426 2:00 - 2:15 0 0 2 0 6 0 5 0 9 185 1 0 1 183 12 0 404 2:15 - 2:30 0 0 1 0 12 0 4 0 7 172 0 0 0 199 6 0 401 2:30 - 2:45 0 0 0 0 13 0 4 0 7 169 0 0 1 201 5 0 400 2:45 - 3:00 1 0 0 0 8 0 3 0 3 174 0 0 0 178 9 0 376 3:00 - 3:15 1 0 0 0 10 0 1 0 3 180 1 0 0 193 8 0 397 3:15 - 3:30 0 0 0 0 10 0 4 0 5 167 1 0 1 202 4 0 394 3:30 - 3:45 1 0 0 0 7 0 1 0 6 177 2 0 0 205 4 0 403 3:45 - 4:00 0 0 1 0 4 0 3 0 2 180 0 0 1 191 8 0 390 4:00 - 4:15 0 0 0 0 9 0 5 0 3 199 0 0 0 208 9 0 433 4:15 - 4:30 3 0 0 0 9 0 3 0 6 179 0 0 0 226 6 0 432 4:30 - 4:45 1 0 0 0 9 0 2 0 2 195 0 0 0 225 7 0 441 4:45 - 5:00 0 1 0 0 10 0 1 0 5 196 0 0 0 235 6 0 454 5:00 - 5:15 0 0 1 0 12 0 5 0 6 196 0 0 1 244 11 0 476 5:15 - 5:30 1 0 0 0 10 0 5 0 2 229 0 0 2 238 11 0 498 5:30 - 5:45 0 0 0 0 18 1 6 0 7 197 0 0 0 242 9 0 480 5:45 - 6:00 0 0 1 0 11 0 1 0 0 195 0 0 1 191 8 0 408 6:00 - 6:15 0 0 0 0 7 0 5 0 2 188 0 0 1 204 0 0 407 6:15 - 6:30 0 0 0 0 9 0 2 0 2 155 1 0 2 171 0 0 342 6:30 - 6:45 1 0 1 0 7 0 0 0 5 166 1 0 0 153 5 0 339 6:45 - 7:00 0 0 0 0 5 1 6 0 0 140 0 0 0 158 3 0 313 26 2 34 0 425 2 189 0 207 8292 18 0 38 8614 317 0 18164 For Project: 12AveBozeman Project Notes: Location/Name: Merged Report Generated: 12/16/2024 11:46:01 AM Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 9/24/2024 9:00:00 AM through 9/25/2024 10:59:59 AM 85th Percentile Speed 28 MPH 85th Percentile Vehicles 293 Max Speed 42 MPH on 9/24/2024 11:14:30 AM Total Vehicles 34S AADT: 318 Volumes - weekly counts Time 5 Day 7 Day Average Daily 172 172 AM Peak 8:00 AM 39 39 PM Peak 5:00 PM 32 32 Speed Speed Limit: 35 85th Percentile Speed: 28 50th Percentile Speed: 23 10 MPH Pace Interval: 18.0 MPH to 28.0 MPH Average Speed: 23.07 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit N/A 4 3 N/A N/A N/A N/A over limit N/A 1.6 3.0 N/A N/A N/A N/A Avg Speeder N/A 40.0 36.3 N/A N/A N/A N/A Avg Speed N/A 22.7 23.9 N/A N/A N/A N/A Class Counts Number VEH_SM 22 6.4 VEH_MED 308 89.3 VEH_LG 15 4.3 [VEH_SM=motorcycle, VEH_MED = sedan, VEH_LG =truck] Merged Monthly Counts 12AveBozeman from Tue-Sep-24-2024-09-00-AM to Wed-Sep-25-2024-10-59-AM Sep 2024 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0- 1 * * 0 * * * * 0 0 0 1 -2 * 0 * * * * 0 0 0 2-3 * 0 * * * * 0 0 0 3-4 * 0 * * * * 0 0 0 4-5 * 0 * * * * 0 0 0 5-6 * 8 * * * * 8 0 27 6-7 * 9 * * * * 9 0 30 7-8 * 26 * * * * 26 0 26 8-9 * 39 * * * * 39 0 28.8 9- 10 2 11 * * * * 6.5 0 24.75 10- 11 15 6 * * * * 10.5 0 29 11 - 12 20 * * * * * 20 0 29 12- 13 20 * * * * * 20 0 27 13 - 14 20 * * * * * 20 0 27.5 14- 15 17 * * * * * 17 0 27.5 15- 16 21 * * * * * 21 0 26 16- 17 20 * * * * * 20 0 27.7 17- 18 32 * * * * * 32 0 26 18- 19 25 * * * * * 25 0 26.5 19-20 23 * * * * * 23 0 25 20-21 13 * * * * * 13 0 28 21 -22 11 * * * * * 11 0 27 22-23 7 * * * * * 7 0 22 23 -24 0 * * * * * 0 0 0 Totals 0 246 99 0 0 0 0 %of Total 0% 70.29% 28.29% 0% 0% 0% 0% Page 1 For Project: 15thBozeman Project Notes: Location/Name: Merged Report Generated: 12/16/2024 11:47:02 AM Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 9/24/2024 9:00:00 AM through 9/25/2024 10:59:59 AM 85th Percentile Speed 31 MPH 85th Percentile Vehicles 3516 Max Speed 50 MPH on 9/24/2024 6:00:43 PM Total Vehicles 4136 AADT: 3817 Volumes - weekly counts Time 5 Day 7 Day Average Daily 2068 2068 AM Peak 11:00 AM 312 312 PM Peak 4:00 PM 396 396 Speed Speed Limit: 35 85th Percentile Speed: 31 50th Percentile Speed: 27 10 MPH Pace Interval: 22.0 MPH to 32.0 MPH Average Speed: 27.05 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit N/A 61 23 N/A N/A N/A N/A over limit N/A 1.8 3.0 N/A N/A N/A N/A Avg Speeder N/A 37.8 37.2 N/A N/A N/A N/A Avg Speed N/A 27.0 27.3 N/A N/A N/A N/A Class Counts Number VEH_SM 30 0.7 VEH_MED 4072 98.5 VEH_LG 34 0.8 [VEH_SM=motorcycle, VEH_MED =sedan, VEH_LG =truck] Merged Monthly Counts 15thBozeman from Tue-Sep-24-2024-09-00-AM to Wed-Sep-25-2024-10-59-AM Sep 2024 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0- 1 * * 7 * * * * 7 0 34 1 -2 * * 4 * * * * 4 0 28 2-3 * * 6 * * * * 6 0 29 3 -4 * * 2 * * * * 2 0 34 4-5 * * 3 * * * * 3 0 38 5 -6 * * 10 * * * * 10 0 32 6-7 * * 53 * * * * 53 0 29.7 7-8 * * 153 * * * * 153 0 30.7 8-9 * * 237 * * * * 237 0 30.2 9- 10 * 106 269 * * * * 187.5 0 29.75 10- 11 * 234 14 * * * * 124 0 28.9 11 - 12 * 312 * * * * * 312 0 29.6 12- 13 * 343 * * * * * 343 0 30.1 13 - 14 * 304 * * * * * 304 0 30 14- 15 * 337 * * * * * 337 0 29.5 15 - 16 * 386 * * * * * 386 0 29.5 16- 17 * 396 * * * * * 396 0 30 17- 18 * 375 * * * * * 375 0 30.1 18- 19 * 224 * * * * * 224 0 30.4 19-20 * 157 * * * * * 157 0 30.1 20-21 * 109 * * * * * 109 0 30.6 21 -22 * 45 * * * * * 45 0 29.5 22-23 * 34 * * * * * 34 0 32 23 -24 * 16 * * * * * 16 0 28.5 Totals 0 3378 758 0 0 0 0 %of Total 0% 81.67% 18.33% 0% 0% 0% 0% Page 1 APPENDIX B Traffic Model Hidden Creek Community Traffic Model 15th Ave Seasonal Factor 1 2025 14th Ave 11th Ave AM Peak Hour (15 min x4) 4 L 16 60 4J L 12 12 /J L 36 16 1 4- 412 0 1 4- 412 4- 496 0 1 4- 440 Oak St. 40 4 r 36 12 r 32 r 16 20 r 4 24 J 40 24 J 41 8 648 1 0 24 J 41 4 728 - t 16 816 0 4 Z e 56 860 y t 0 64 Z 48 8 Z 20 0 Z 4 12th Ave 4 4J L o 156 1 4- 0 4- 28 Juniper St. 4 r 28 r 0 4 J 41 4 24 -0 41 0 0 . t 108 0 Z 0 0 Z 16 Hidden Creek Community 32 4J L 24 124 1 4- 276 4- 260 Durson Rd. 68 r 36 r 92 24 J 41 20 520 -0 41 56 532 t 80 140 Z 68 80 Z 60 11th Ave Hidden Creek Community Traffic Model 15th Ave 2025 14th Ave 11th Ave PM Peak Hour (15 min x4) 24 4J L 16 8 4JL 8 20 /J L 44 36 1 4- 1020 4 1 944 4- 1004 0 1 952 Oak St. 48 4 r 68 8 16 r 24 r 24 40 8 12 J 168 12 J 41 16 712 -0 h 0 8 J 41 4 684 - t 48 932 t 0 12 Z e 24 916 t 0 60 Z 108 16 Z 20 0 Z 4 12th Ave 4 4J L 4 216 1 4- 0 4- 40 Juniper St. 0 r 36 r 0 4 J 41 0 28 -0 41 0 0 . t 280 0 Z 0 0 Z 28 Hidden Creek Community 40 4J L 76 140 1 4- 528 4- 512 Durson Rd. 68 48 r 96 56 60 412 -0 41 144 400 t 184 96 Z 184 12 Z 40 11th Ave Hidden Creek Community Traffic Model 15th Ave 2025 School Traffic (15 min x4) 40 4J L 72 56 1 4- 356 4- 384 Durson Rd. 52 16 r 76 r 40 40 J 41 48 376 41 104 348 - t 88 84 Z 124 60 Z 48 11th Ave Hidden Creek Community Background Growth Factor 1.02 Traffic Model 15th Ave Future 2027 14th Ave 11th Ave AM Peak Hour NO BUILD 4 rJ L 16 61 /J L 12 12 d L 37 16 1 4- 420 0 1 4- 420 4- 506 0 1 4- 449 Oak St. 41 V r 37 12 r 33 r 16 20 r 4 24 J 41 41 24 J 41 8 661 1 0 24 J 41 4 743 - t 16 832 0 4 Z e 57 877 y t 0 65 Z 49 8 Z 20 0 Z 4 12th Ave 4 d L 0 159 1 4- 0 4- Juniper St. 4 r 29 r 4 J 41 4 -0 41 0 . t 110 Z 0 Z 16 Hidden Creek Community 33 d L 24 126 1 4- 282 4- 265 Durson Rd. 69 r 37 r 94 24 J 41 20 530 -0 41 57 543 t 82 143 Z 69 82 Z 61 11th Ave Hidden Creek Community Traffic Model 15th Ave Future 2027 14th Ave 11th Ave PM Peak Hour NO BUILD 24 d L 16 8 .J L 8 20 /J L 45 37 1 4- 1040 4 1 963 4- 1024 0 1 971 Oak St. 49 V r 69 8 24 r 24 41 8 12 J 41 171 12 J 41 16 726 -0 h 0 8 J 41 4 698 - t 49 951 t 0 12 Z e 24 934 t 0 61 Z 110 16 Z 20 0 Z 4 12th Ave 4 d L 4 220 1 4- 0 4- Juniper St. 0 r 37 r 4 J 41 0 -0 41 0 t 286 Z 0 Z 29 Hidden Creek Community 41 d L 78 143 1 4- 539 4- 522 Durson Rd. 69 49 r 98 57 J 61 420 -0 41 147 408 t 188 98 Z 188 12 Z 41 11th Ave Hidden Creek Community Traffic Model 15th Ave Future 2027 School Traffic NO BUILD 4J L 1 � � Durson Rd. �► r r J 41 41 Z � 11th Ave Hidden Creek Community Traffic Model 15th Ave Site Generated Traffic 14th Ave 11th Ave AM Peak Hour J L J L J L 1 4- 1 4- 4- 1 4- 6 Oak St. 4 r 4 r r 6 4 r J41 17 J 41 2 t t Z 17 17 t 6 Z 2 Z Z 12th Ave 4 L 17 1 � � Juniper St. 6 r 23 r 6 J 41 '1 40 t 13 Z 17 Z 8 IN 19 Hidden Creek Community JOUT 1 57 5 L 2 11 1 4- 2 Durson Rd. 6 4 r r 2 J 41 6 -0 41 t 4 Z Z � 11th Ave Hidden Creek Community Traffic Model 15th Ave Site Generated Traffic 14th Ave 11th Ave PM Peak Hour J L J L J L 1 4- 1 4- 4- 1 4- 19 Oak St. b r r r 19 r J41 11 J 41 2 .0 h J 41 19 Z 2 Z Z 12th Ave L 11 1 � � Juniper St. 19 r 14 r 19 J 41 41 25 t 43 Z 11 Z 25 JIN 1 62 Hidden Creek Community JOUT 1 35 3 L 6 7 1 4- 6 Durson Rd. 4 4 r r 6 J 41 4 -0 41 t 12 Z Z � 11th Ave Hidden Creek Community Traffic Model 15th Ave Site Generated Traffic School Traffic J L 1 � � Durson Rd. �► r r J 41 41 Z � 11th Ave Hidden Creek Community Background Growth Factor 1.02 Traffic Model 15th Ave Future 2027 14th Ave 11th Ave AM Peak Hour 4 rJ L 16 61 /J L 12 12 d L 37 16 1 4- 420 0 1 4- 420 4- 506 0 1 4- 455 Oak St. 41 �► r 37 12 r 33 r 22 20 r 4 24 J41 58 24 J 41 10 661 1 0 24 J 41 4 743 t 16 832 0 4 Z e 74 894 y t 0 71 Z 49 10 Z 20 0 Z 4 12th Ave 4 d L 17 159 1 4- 0 4- 29 Juniper St. 10 r 51 r 6 4 J 41 4 24 -0 41 40 0 t 110 13 Z 17 0 Z 24 Hidden Creek Community 38 d L 26 138 1 4- 282 4- 267 Durson Rd. 75 r 37 r 94 26 J 41 20 536 -0 41 57 543 t 85 143 Z 69 82 Z 61 11th Ave Hidden Creek Community Traffic Model 15th Ave Future 2027 14th Ave 11th Ave PM Peak Hour 24 d L 16 8 .J L 8 20 /J L 45 37 1 4- 1040 4 1 963 4- 1024 0 1 4- 990 Oak St. 49 �► r 69 8 24 r 43 41 r 8 12 J41 182 12 J 41 18 726 -0 h 0 8 J 41 4 698 t 49 951 t 0 12 Z e 35 945 t 0 80 Z 110 18 Z 20 0 Z 4 12th Ave 4 d L 15 220 1 4- 0 4- 41 Juniper St. 19 r 51 r 19 4 J 41 0 29 -0 41 25 0 t 286 43 Z 11 0 Z 53 Hidden Creek Community 44 d L 84 150 1 4- 539 4- 529 Durson Rd. 73 49 r 98 63 J 61 424 -0 h 147 408 t 200 98 Z 188 12 Z 41 11th Ave Hidden Creek Community Traffic Model 15th Ave Future 2027 School Traffic 4J L 1 � � Durson Rd. �► r r J 41 41 Z � 11th Ave Hidden Creek Community Background Growth Factor Oak 1.5 Traffic Model 15th Ave Background Growth Factor Durson 1.21 Future 2040 14th Ave 11th Ave AM Peak Hour 6 rJ L 24 90 /J L 18 18 d L 54 24 1 4- 618 0 1 4- 618 4- 744 0 1 4- 666 Oak St. 60 �► r 54 18 r 48 r 30 30 r 6 36 J41 77 36 J h 14 972 0 36 J h 6 1092 t 24 1224 0 6 Z 101 1307 y t 0 102 Z 72 14 Z 30 0 Z 6 12th Ave 5 d L 17 189 1 4- 0 4- 34 Juniper St. 11 r 57 r 6 5 J 41 5 29 -0 41 40 0 t 131 13 Z 17 0 Z 27 Hidden Creek Community 44 d L 31 161 1 4- 334 4- 317 Durson Rd. 88 16 r 44 r 111 31 J h 24 635 41 68 644 t 101 169 Z 82 97 Z 73 11th Ave Hidden Creek Community Traffic Model 15th Ave Future 2040 14th Ave 11th Ave PM Peak Hour 36 d L 24 12 .J L 12 30 /J L 66 54 1 4- 1530 6 1 4- 1416 4- 1506 0 1 4- 1447 Oak St. 72 �► r 102 12 16 r 36 r 55 60 r 12 18 J 263 18 J h 26 1068 -0 h 0 12 J h 6 1026 t 72 1398 t 0 18 Z e 47 1385 t 0 109 Z 162 26 Z 30 0 Z 6 12th Ave 5 d L 15 261 1 4- 0 4- 48 Juniper St. 19 r 58 r 19 5 J 41 0 34 -0 41 25 0 t 339 43 Z 11 0 Z 59 Hidden Creek Community 52 d L 98 176 1 4- 639 4- 626 Durson Rd. 86 58 r 116 74 J 73 502 -0 h 174 484 t 235 116 Z 223 15 Z 48 11th Ave Hidden Creek Community Traffic Model 15th Ave Future 2040 School Traffic 4J L 1 � � Durson Rd. �► r r J 41 41 Z � 11th Ave APPENDIX C LOS Calculations Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08II/11/2025 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tT T 1� Traffic Volume(vph) 24 728 64 36 412 16 40 16 48 40 16 4 Future Volume(vph) 24 728 64 36 412 16 40 16 48 40 16 4 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 14 12 12 14 12 12 12 12 12 12 12 12 Storage Length(ft) 120 0 120 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.988 0.994 0.887 0.970 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1739 3221 0 1739 3240 0 1630 1522 0 1630 1664 0 Flt Permitted 0.494 0.250 0.744 0.715 Satd. Flow(perm) 904 3221 0 458 3240 0 1276 1522 0 1227 1664 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 19 8 48 4 Link Speed(mph) 35 35 25 25 Link Distance(ft) 1395 458 1311 627 Travel Time(s) 27.2 8.9 35.8 17.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 24 728 64 36 412 16 40 16 48 40 16 4 Shared Lane Traffic(%) Lane Group Flow(vph) 24 792 0 36 428 0 40 64 0 40 20 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.02 1.11 1.11 1.02 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Pagel Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 51.0 51.0 51.0 51.0 29.0 29.0 29.0 29.0 Total Split(%) 63.8% 63.8% 63.8% 63.8% 36.3% 36.3% 36.3% 36.3% Maximum Green(s) 46.5 46.5 46.5 46.5 24.5 24.5 24.5 24.5 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 19.5 19.5 19.5 19.5 24.7 24.7 24.7 24.7 Actuated g/C Ratio 0.37 0.37 0.37 0.37 0.46 0.46 0.46 0.46 v/c Ratio 0.07 0.67 0.22 0.36 0.07 0.09 0.07 0.03 Control Delay(s/veh) 10.8 16.5 14.6 12.6 10.2 5.2 10.2 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 10.8 16.5 14.6 12.6 10.2 5.2 10.2 9.0 LOS B B B B B A B A Approach Delay(s/veh) 16.4 12.8 7.1 9.8 Approach LOS B B A A Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:53.2 Natural Cycle:45 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.67 Intersection Signal Delay(s/veh): 14.3 Intersection LOS: B Intersection Capacity Utilization 48.6% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 5: 15th Ave&Oak Street 1 02 04 06 � 08 Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Page 2 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t - 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T4 T T T Traffic Volume(vph) 24 532 80 36 276 24 20 80 60 68 124 32 Future Volume(vph) 24 532 80 36 276 24 20 80 60 68 124 32 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 11 11 12 11 11 12 11 11 12 11 11 12 Storage Length(ft) 150 0 150 0 150 0 110 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.980 0.988 0.936 0.969 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1576 1625 0 1576 1639 0 1576 1552 0 1576 1607 0 Flt Permitted 0.521 0.203 0.658 0.668 Satd. Flow(perm) 864 1625 0 337 1639 0 1091 1552 0 1108 1607 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 14 8 53 18 Link Speed(mph) 30 30 25 25 Link Distance(ft) 1316 1391 817 1389 Travel Time(s) 29.9 31.6 22.3 37.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 24 532 80 36 276 24 20 80 60 68 124 32 Shared Lane Traffic(%) Lane Group Flow(vph) 24 612 0 36 300 0 20 140 0 68 156 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 11 11 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Page 3 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 9.6 37.0 9.6 37.0 23.4 23.4 23.4 23.4 Total Split(%) 13.7% 52.9% 13.7% 52.9% 33.4% 33.4% 33.4% 33.4% Maximum Green(s) 5.1 32.5 5.1 32.5 18.9 18.9 18.9 18.9 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Act Effct Green(s) 26.9 25.2 26.9 25.2 19.6 19.6 19.6 19.6 Actuated g/C Ratio 0.47 0.44 0.47 0.44 0.34 0.34 0.34 0.34 v/c Ratio 0.05 0.85 0.13 0.41 0.05 0.25 0.18 0.28 Control Delay(s/veh) 6.4 27.4 7.4 13.0 18.5 13.5 19.2 17.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 6.4 27.4 7.4 13.0 18.5 13.5 19.2 17.5 LOS A C A B B B B B Approach Delay(s/veh) 26.6 12.4 14.1 18.0 Approach LOS C B B B Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:57.3 Natural Cycle:65 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.85 Intersection Signal Delay(s/veh):20.2 Intersection LOS: C Intersection Capacity Utilization 60.3% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 7: Durson Road&15th Ave 1 02 03 04 06 � 07 i 08 Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Page 4 HCM 7th TWSC 6: 15th Ave & Juniper 08/11/2025 Intersection Int Delay,s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 4 1 1 28 1 1 4 108 16 4 156 4 Future Vol,veh/h 4 1 1 28 1 1 4 108 16 4 156 4 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - Veh in Median Storage,# - 0 - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 1 1 28 1 1 4 108 16 4 156 4 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 283 298 158 289 292 116 160 0 0 124 0 0 Stage 1 166 166 - 124 124 - - - - - - - Stage 2 117 132 - 165 168 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 670 614 887 664 619 936 1419 - 1463 Stage 1 836 761 - 880 793 - - - - - Stage 2 888 787 - 838 759 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 664 610 887 658 615 936 1419 - 1463 - Mov Cap-2 Maneuver 664 610 - 658 615 - - - - - Stage 1 833 759 - 877 791 - - - Stage 2 883 785 - 833 757 - - - Approach EB WB NB SB HCM Ctrl Dly,s/v 10.32 10.69 0.24 0.18 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity(veh/h) 55 - 683 663 44 HCM Lane V/C Ratio 0.003 - 0.009 0.045 0.003 HCM Ctrl Dly(slv) 7.5 0 10.3 10.7 7.5 0 HCM Lane LOS A A B B A A HCM 95th%tile Q(veh) 0 - 0 0.1 0 - Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Pagel HCM 7th TWSC 9: 12 Avenue & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t'+ ) tt r Traffic Vol,veh/h 648 4 16 496 0 56 Future Vol,veh/h 648 4 16 496 0 56 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 648 4 16 496 0 56 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 652 0 326 Stage 1 - - - - - - Stage 2 - - Critical Hdwy 4.14 - 6.94 Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 3.32 Pot Cap-1 Maneuver 930 0 670 Stage 1 - 0 - Stage 2 - 0 - Platoon blocked, % Mov Cap-1 Maneuver 930 - 670 Mov Cap-2 Maneuver - - Stage 1 - - Stage 2 - - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.28 10.87 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 670 - 930 HCM Lane V/C Ratio 0.084 - 0.017 HCM Ctrl Dly(s/v) 10.9 - 8.9 HCM Lane LOS B - A HCM 95th%tile Q(veh) 0.3 - 0.1 Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Page 2 HCM 7th TWSC 10: 11th Ave & Durson Road 08/11/2025 Intersection Int Delay,s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ + r Traffic Vol,veh/h 520 140 92 260 56 68 Future Vol,veh/h 520 140 92 260 56 68 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - 120 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 520 140 92 260 56 68 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 660 0 1034 590 Stage 1 - - - - 590 - Stage 2 - 444 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 928 257 508 Stage 1 - 554 - Stage 2 - 646 - Platoon blocked, % Mov Cap-1 Maneuver 928 232 508 Mov Cap-2 Maneuver - 365 - Stage 1 - 554 Stage 2 - 582 Approach EB WB NB HCM Ctrl Dly,s/v 0 2.43 14.75 HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 365 508 928 HCM Lane V/C Ratio 0.154 0.134 0.099 HCM Ctrl Dly(s/v) 16.7 13.2 - 9.3 - HCM Lane LOS C B - A - HCM 95th%tile Q(veh) 0.5 0.5 - 0.3 - Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Page 3 HCM 7th TWSC 12: Hidden Creek & Juniper 08/11/2025 Intersection Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ +1 Y Traffic Vol,veh/h 0 0 0 0 0 0 Future Vol,veh/h 0 0 0 0 0 0 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 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 0 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1 0 2 1 Stage 1 - - - - 1 - Stage 2 - 1 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1622 1021 1084 Stage 1 - 1022 - Stage 2 - 1022 - Platoon blocked, % Mov Cap-1 Maneuver 1622 1021 1084 Mov Cap-2 Maneuver - 1021 - Stage 1 - 1022 Stage 2 - 1022 Approach EB WB NB HCM Ctrl Dly,s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) - 1622 HCM Lane V/C Ratio - - HCM Ctrl Dly(s/v) 0 - 0 HCM Lane LOS A - A HCM 95th%tile Q(veh) - - 0 Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Page 4 HCM 7th TWSC 17: 14th & Oak Street 08/11/2025 Intersection Int Delay,s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) 0 +T+ Traffic Vol,veh/h 24 816 8 32 412 12 8 0 20 12 0 60 Future Vol,veh/h 24 816 8 32 412 12 8 0 20 12 0 60 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - Veh in Median Storage,# - 0 - - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 816 8 32 412 12 8 0 20 12 0 60 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 424 0 0 824 0 0 1138 1356 412 938 1354 212 Stage 1 - - - - - - 868 868 - 482 482 - Stage 2 - - - - 270 488 - 456 872 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1132 - 802 - 156 148 589 219 148 793 Stage 1 - - - - 314 368 - 534 552 - Stage 2 - - - - 713 548 - 554 366 - Platoon blocked, % Mov Cap-1 Maneuver 1132 - 802 - 136 139 589 199 139 793 Mov Cap-2 Maneuver - - - - 136 139 - 199 139 - Stage 1 - - 307 360 513 530 - Stage 2 - 632 526 523 358 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.23 0.68 18.16 12.87 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 302 1132 802 530 HCM Lane V/C Ratio 0.093 0.021 0.04 0.136 HCM Ctrl Dly(s/v) 18.2 8.2 - 9.7 - 12.9 HCM Lane LOS C A - A - B HCM 95th%tile Q(veh) 0.3 0.1 - 0.1 - 0.5 Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Page 5 HCM 7th TWSC 20: 11th Ave & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) 0 +T r Traffic Vol,veh/h 24 860 1 4 440 36 4 0 4 20 0 12 Future Vol,veh/h 24 860 1 4 440 36 4 0 4 20 0 12 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - 0 Veh in Median Storage,# - 0 - - 0 0 0 - Grade,% - 0 - 0 0 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 860 1 4 440 36 4 0 4 20 0 12 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 476 0 0 861 0 0 1137 1393 431 944 1375 238 Stage 1 - - - - - - 909 909 - 466 466 - Stage 2 - - - - 228 484 - 478 909 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1082 - 776 - 157 141 573 217 144 763 Stage 1 - - - - 296 352 - 546 561 - Stage 2 - - - - 754 550 - 537 352 - Platoon blocked, % Mov Cap-1 Maneuver 1082 - 776 - 150 137 573 210 140 763 Mov Cap-2 Maneuver - - - - 150 137 - 210 140 - Stage 1 - - 290 344 543 558 - Stage 2 - - 738 548 522 344 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.23 0.08 20.66 18.67 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity(veh/h) 238 1082 776 210 763 HCM Lane V/C Ratio 0.034 0.022 - 0.005 0.095 0.016 HCM Ctrl Dly(slv) 20.7 8.4 - 9.7 - 24 9.8 HCM Lane LOS C A - A - C A HCM 95th%tile Q(veh) 0.1 0.1 - 0 - 0.3 0 Scenario 1 Hidden Creek 3:45 pm 01/21/2025 2025 AM Synchro 11 Report RLA Page 6 Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08II/11/2025 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT+ +T T T Traffic Volume(vph) 12 684 60 68 1020 16 168 48 108 48 36 24 Future Volume(vph) 12 684 60 68 1020 16 168 48 108 48 36 24 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 14 12 12 14 12 12 12 12 12 12 12 12 Storage Length(ft) 120 0 120 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.988 0.998 0.896 0.940 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1739 3221 0 1739 3253 0 1630 1537 0 1630 1613 0 Flt Permitted 0.173 0.303 0.718 0.658 Satd. Flow(perm) 317 3221 0 555 3253 0 1232 1537 0 1129 1613 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 19 3 108 24 Link Speed(mph) 35 35 25 25 Link Distance(ft) 1395 458 1311 627 Travel Time(s) 27.2 8.9 35.8 17.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 12 684 60 68 1020 16 168 48 108 48 36 24 Shared Lane Traffic(%) Lane Group Flow(vph) 12 744 0 68 1036 0 168 156 0 48 60 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.02 1.11 1.11 1.02 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Pagel Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 51.0 51.0 51.0 51.0 29.0 29.0 29.0 29.0 Total Split(%) 63.8% 63.8% 63.8% 63.8% 36.3% 36.3% 36.3% 36.3% Maximum Green(s) 46.5 46.5 46.5 46.5 24.5 24.5 24.5 24.5 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 27.2 27.2 27.2 27.2 24.8 24.8 24.8 24.8 Actuated g/C Ratio 0.45 0.45 0.45 0.45 0.41 0.41 0.41 0.41 v/c Ratio 0.09 0.52 0.28 0.71 0.34 0.23 0.10 0.09 Control Delay(s/veh) 10.4 12.8 13.3 16.5 17.3 7.0 14.9 10.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 10.4 12.8 13.3 16.5 17.3 7.0 14.9 10.3 LOS B B B B B A B B Approach Delay(s/veh) 12.8 16.3 12.3 12.3 Approach LOS B B B B Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:61.1 Natural Cycle:50 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.71 Intersection Signal Delay(s/veh): 14.4 Intersection LOS: B Intersection Capacity Utilization 64.6% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 5: 15th Ave&Oak Street 1 02 04 06 � 08 Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Page 2 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t - 1 ./ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� T T 1� Traffic Volume(vph) 56 400 12 48 528 76 60 184 40 68 140 40 Future Volume(vph) 56 400 12 48 528 76 60 184 40 68 140 40 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 11 11 12 11 11 12 11 11 12 11 11 12 Storage Length(ft) 150 0 150 0 150 0 110 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.981 0.973 0.967 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1576 1652 0 1576 1627 0 1576 1614 0 1576 1604 0 Flt Permitted 0.208 0.398 0.638 0.572 Satd. Flow(perm) 345 1652 0 660 1627 0 1058 1614 0 949 1604 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 3 14 15 20 Link Speed(mph) 30 30 25 25 Link Distance(ft) 1316 1391 817 1389 Travel Time(s) 29.9 31.6 22.3 37.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 56 400 12 48 528 76 60 184 40 68 140 40 Shared Lane Traffic(%) Lane Group Flow(vph) 56 412 0 48 604 0 60 224 0 68 180 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 11 11 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Page 3 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 9.6 37.0 9.6 37.0 23.4 23.4 23.4 23.4 Total Split(%) 13.7% 52.9% 13.7% 52.9% 33.4% 33.4% 33.4% 33.4% Maximum Green(s) 5.1 32.5 5.1 32.5 18.9 18.9 18.9 18.9 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Act Effct Green(s) 28.7 26.0 28.7 26.0 19.7 19.7 19.7 19.7 Actuated g/C Ratio 0.48 0.43 0.48 0.43 0.33 0.33 0.33 0.33 v/c Ratio 0.21 0.58 0.12 0.85 0.17 0.42 0.22 0.33 Control Delay(s/veh) 8.0 16.7 6.8 28.5 20.6 21.1 21.6 19.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 8.0 16.7 6.8 28.5 20.6 21.1 21.6 19.3 LOS A B A C C C C B Approach Delay(s/veh) 15.7 26.9 21.0 19.9 Approach LOS B C C B Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:60.1 Natural Cycle:65 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.85 Intersection Signal Delay(s/veh):21.7 Intersection LOS: C Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 7: Durson Road&15th Ave 1 02 03 04 06 p 07 i 08 Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Page 4 HCM 7th TWSC 6: 15th Ave & Juniper 08/11/2025 Intersection Int Delay,s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 4 1 1 36 1 4 4 280 28 0 216 4 Future Vol,veh/h 4 1 1 36 1 4 4 280 28 0 216 4 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - Veh in Median Storage,# - 0 - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 1 1 36 1 4 4 280 28 0 216 4 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 507 534 218 519 522 294 220 0 0 308 0 0 Stage 1 218 218 - 302 302 - - - - - - - Stage 2 289 316 - 217 220 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 476 452 822 468 459 745 1349 - 1253 Stage 1 784 723 - 707 664 - - - - - Stage 2 719 655 - 786 721 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 471 451 822 464 458 745 1349 - 1253 - Mov Cap-2 Maneuver 471 451 - 464 458 - - - - - Stage 1 784 723 - 705 662 - - - Stage 2 712 653 - 784 721 - Approach EB WB NB SB HCM Ctrl Dly,s/v 12.24 13.16 0.1 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity(veh/h) 23 - 503 482 1253 HCM Lane V/C Ratio 0.003 - 0.012 0.085 - HCM Ctrl Dly(slv) 7.7 0 12.2 13.2 0 HCM Lane LOS A A B B A HCM 95th%tile Q(veh) 0 - 0 0.3 0 Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Pagel HCM 7th TWSC 9: 12 Avenue & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t'+ ) tt r Traffic Vol,veh/h 712 12 24 1004 0 24 Future Vol,veh/h 712 12 24 1004 0 24 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 712 12 24 1004 0 24 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 724 0 362 Stage 1 - - - - - - Stage 2 - - Critical Hdwy 4.14 - 6.94 Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 3.32 Pot Cap-1 Maneuver 874 0 635 Stage 1 - 0 - Stage 2 - 0 - Platoon blocked, % Mov Cap-1 Maneuver 874 - 635 Mov Cap-2 Maneuver - - Stage 1 - - Stage 2 - - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.22 10.89 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 635 - 874 HCM Lane V/C Ratio 0.038 - 0.027 HCM Ctrl Dly(s/v) 10.9 - 9.2 HCM Lane LOS B - A HCM 95th%tile Q(veh) 0.1 - 0.1 Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Page 2 HCM 7th TWSC 10: 11th Ave & Durson Road 08/11/2025 Intersection Int Delay,s/veh 4.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ + r Traffic Vol,veh/h 412 96 96 512 144 184 Future Vol,veh/h 412 96 96 512 144 184 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - 120 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 412 96 96 512 144 184 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 508 0 1164 460 Stage 1 - - - - 460 - Stage 2 - 704 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1057 215 601 Stage 1 - 636 - Stage 2 - 490 - Platoon blocked, % Mov Cap-1 Maneuver 1057 195 601 Mov Cap-2 Maneuver - 324 - Stage 1 - 636 Stage 2 - 446 Approach EB WB NB HCM Ctrl Dly,s/v 0 1.38 18.47 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 324 601 1057 HCM Lane V/C Ratio 0.444 0.306 0.091 HCM Ctrl Dly(s/v) 24.7 13.6 - 8.7 - HCM Lane LOS C B - A - HCM 95th%tile Q(veh) 2.2 1.3 - 0.3 - Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Page 3 HCM 7th TWSC 12: Hidden Creek & Juniper 08/11/2025 Intersection Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ +1 Y Traffic Vol,veh/h 0 0 0 0 0 0 Future Vol,veh/h 0 0 0 0 0 0 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 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 0 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1 0 2 1 Stage 1 - - - - 1 - Stage 2 - 1 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1622 1021 1084 Stage 1 - 1022 - Stage 2 - 1022 - Platoon blocked, % Mov Cap-1 Maneuver 1622 1021 1084 Mov Cap-2 Maneuver - 1021 - Stage 1 - 1022 Stage 2 - 1022 Approach EB WB NB HCM Ctrl Dly,s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) - 1622 HCM Lane V/C Ratio - - HCM Ctrl Dly(s/v) 0 - 0 HCM Lane LOS A - A HCM 95th%tile Q(veh) - - 0 Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Page 4 HCM 7th TWSC 17: 14th & Oak Street 08/11/2025 Intersection Int Delay,s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) 0 Traffic Vol,veh/h 12 932 16 24 944 8 16 0 20 8 4 8 Future Vol,veh/h 12 932 16 24 944 8 16 0 20 8 4 8 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - Veh in Median Storage,# - 0 - - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 932 16 24 944 8 16 0 20 8 4 8 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 952 0 0 948 0 0 1486 1964 474 1486 1968 476 Stage 1 - - - - - - 964 964 - 996 996 - Stage 2 - - - - 522 1000 - 490 972 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 717 - 720 - 86 62 537 86 62 535 Stage 1 - - - - 274 332 - 262 320 - Stage 2 - - - - 506 319 - 529 329 - Platoon blocked, % Mov Cap-1 Maneuver 717 - 720 - 76 59 537 79 59 535 Mov Cap-2 Maneuver - - 76 59 - 79 59 - Stage 1 - - 270 326 253 310 - Stage 2 - 475 308 500 323 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.13 0.25 37.96 45.47 HCM LOS E E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 145 717 720 109 HCM Lane V/C Ratio 0.249 0.017 0.033 0.184 HCM Ctrl Dly(s/v) 38 10.1 - 10.2 - 45.5 HCM Lane LOS E B - B - E HCM 95th%tile Q(veh) 0.9 0.1 - 0.1 - 0.6 Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Page 5 HCM 7th TWSC 20: 11th Ave & Oak Street 08/11/2025 Intersection Int Delay,s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) 0 +T r Traffic Vol,veh/h 8 916 1 8 952 44 4 0 4 40 0 20 Future Vol,veh/h 8 916 1 8 952 44 4 0 4 40 0 20 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - 0 Veh in Median Storage,# - 0 - - 0 0 0 - Grade,% - 0 - 0 0 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 916 1 8 952 44 4 0 4 40 0 20 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 996 0 0 917 0 0 1425 1945 459 1464 1923 498 Stage 1 - - - - - - 933 933 - 990 990 - Stage 2 - - - - 492 1012 - 474 933 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 690 - 740 - 96 64 549 90 66 518 Stage 1 - - - - 286 343 - 264 323 - Stage 2 - - - - 527 315 - 540 343 - Platoon blocked, % Mov Cap-1 Maneuver 690 - 740 - 90 63 549 87 65 518 Mov Cap-2 Maneuver - - - 90 63 - 87 65 - Stage 1 - - 283 339 261 319 - Stage 2 - 501 312 530 339 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.09 0.08 29.5 55.8 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity(veh/h) 155 690 740 87 518 HCM Lane V/C Ratio 0.052 0.012 0.011 0.46 0.039 HCM Ctrl Dly(s/v) 29.5 10.3 - 9.9 - 77.6 12.2 HCM Lane LOS D B - A - F B HCM 95th%tile Q(veh) 0.2 0 - 0 - 1.9 0.1 Scenario 2 Hidden Creek 4:37 pm 01/21/2025 2025 PM Synchro 11 Report RLA Page 6 Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08II/11/2025 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT+ tT T 1� Traffic Volume(vph) 24 743 65 37 420 16 41 16 49 41 16 4 Future Volume(vph) 24 743 65 37 420 16 41 16 49 41 16 4 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 14 12 12 14 12 12 12 12 12 12 12 12 Storage Length(ft) 120 0 120 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.988 0.994 0.887 0.970 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1739 3221 0 1739 3240 0 1630 1522 0 1630 1664 0 Flt Permitted 0.488 0.243 0.744 0.715 Satd. Flow(perm) 893 3221 0 445 3240 0 1276 1522 0 1227 1664 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 19 8 49 4 Link Speed(mph) 35 35 25 25 Link Distance(ft) 1395 458 1311 627 Travel Time(s) 27.2 8.9 35.8 17.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 24 743 65 37 420 16 41 16 49 41 16 4 Shared Lane Traffic(%) Lane Group Flow(vph) 24 808 0 37 436 0 41 65 0 41 20 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.02 1.11 1.11 1.02 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Pagel Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 51.0 51.0 51.0 51.0 29.0 29.0 29.0 29.0 Total Split(%) 63.8% 63.8% 63.8% 63.8% 36.3% 36.3% 36.3% 36.3% Maximum Green(s) 46.5 46.5 46.5 46.5 24.5 24.5 24.5 24.5 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 19.8 19.8 19.8 19.8 24.7 24.7 24.7 24.7 Actuated g/C Ratio 0.37 0.37 0.37 0.37 0.46 0.46 0.46 0.46 v/c Ratio 0.07 0.67 0.23 0.36 0.07 0.09 0.07 0.03 Control Delay(s/veh) 10.8 16.6 14.8 12.6 10.3 5.2 10.3 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 10.8 16.6 14.8 12.6 10.3 5.2 10.3 9.2 LOS B B B B B A B A Approach Delay(s/veh) 16.4 12.8 7.2 10.0 Approach LOS B B A A Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:53.5 Natural Cycle:45 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.67 Intersection Signal Delay(s/veh): 14.3 Intersection LOS: B Intersection Capacity Utilization 49.1% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 5: 15th Ave&Oak Street 1 02 04 06 � 08 Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Page 2 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� T T 1� Traffic Volume(vph) 24 543 82 37 282 24 20 82 61 69 126 33 Future Volume(vph) 24 543 82 37 282 24 20 82 61 69 126 33 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 11 11 12 11 11 12 11 11 12 11 11 12 Storage Length(ft) 150 0 150 0 150 0 110 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.980 0.988 0.936 0.969 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1576 1625 0 1576 1639 0 1576 1552 0 1576 1607 0 Flt Permitted 0.516 0.196 0.656 0.666 Satd. Flow(perm) 856 1625 0 325 1639 0 1088 1552 0 1105 1607 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 14 8 52 18 Link Speed(mph) 30 30 25 25 Link Distance(ft) 1316 1391 817 1389 Travel Time(s) 29.9 31.6 22.3 37.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 24 543 82 37 282 24 20 82 61 69 126 33 Shared Lane Traffic(%) Lane Group Flow(vph) 24 625 0 37 306 0 20 143 0 69 159 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 11 11 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Page 3 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 9.6 37.0 9.6 37.0 23.4 23.4 23.4 23.4 Total Split(%) 13.7% 52.9% 13.7% 52.9% 33.4% 33.4% 33.4% 33.4% Maximum Green(s) 5.1 32.5 5.1 32.5 18.9 18.9 18.9 18.9 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Act Effct Green(s) 27.5 25.8 27.5 25.8 19.6 19.6 19.6 19.6 Actuated g/C Ratio 0.48 0.45 0.48 0.45 0.34 0.34 0.34 0.34 v/c Ratio 0.05 0.85 0.14 0.42 0.05 0.26 0.18 0.29 Control Delay(s/veh) 6.4 28.1 7.4 13.0 18.6 13.8 19.4 17.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 6.4 28.1 7.4 13.0 18.6 13.8 19.4 17.6 LOS A C A B B B B B Approach Delay(s/veh) 27.3 12.4 14.4 18.2 Approach LOS C B B B Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:57.8 Natural Cycle:65 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.85 Intersection Signal Delay(s/veh):20.5 Intersection LOS: C Intersection Capacity Utilization 61.2% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 7: Durson Road&15th Ave 1 02 03 04 06 � 07 i 08 Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Page 4 HCM 7th TWSC 6: 15th Ave & Juniper 08/11/2025 Intersection Int Delay,s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 4 1 1 29 1 1 4 110 16 4 159 4 Future Vol,veh/h 4 1 1 29 1 1 4 110 16 4 159 4 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - Veh in Median Storage,# - 0 - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 1 1 29 1 1 4 110 16 4 159 4 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 288 303 161 294 297 118 163 0 0 126 0 0 Stage 1 169 169 - 126 126 - - - - - - - Stage 2 119 134 - 168 171 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 665 610 884 659 615 934 1416 - 1460 Stage 1 833 759 - 878 792 - - - - - Stage 2 886 785 - 834 757 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 659 606 884 653 611 934 1416 - 1460 - Mov Cap-2 Maneuver 659 606 - 653 611 - - - - - Stage 1 830 756 - 875 789 - - - Stage 2 881 783 - 830 755 - - - Approach EB WB NB SB HCM Ctrl Dly,s/v 10.36 10.74 0.23 0.18 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity(veh/h) 54 - 678 658 43 HCM Lane V/C Ratio 0.003 - 0.009 0.047 0.003 HCM Ctrl Dly(slv) 7.6 0 10.4 10.7 7.5 0 HCM Lane LOS A A B B A A - HCM 95th%tile Q(veh) 0 - 0 0.1 0 - - Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Pagel HCM 7th TWSC 9: 12 Avenue & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t'+ ) tt r Traffic Vol,veh/h 661 4 16 506 0 57 Future Vol,veh/h 661 4 16 506 0 57 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 661 4 16 506 0 57 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 665 0 333 Stage 1 - - - - - - Stage 2 - - Critical Hdwy 4.14 - 6.94 Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 3.32 Pot Cap-1 Maneuver 920 0 663 Stage 1 - 0 - Stage 2 - 0 - Platoon blocked, % Mov Cap-1 Maneuver 920 - 663 Mov Cap-2 Maneuver - - Stage 1 - - Stage 2 - - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.28 10.94 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 663 - 920 HCM Lane V/C Ratio 0.086 - 0.017 HCM Ctrl Dly(s/v) 10.9 - 9 HCM Lane LOS B - A HCM 95th%tile Q(veh) 0.3 - 0.1 Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Page 2 HCM 7th TWSC 10: 11th Ave & Durson Road 08/11/2025 Intersection Int Delay,s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ + r Traffic Vol,veh/h 530 143 94 265 57 69 Future Vol,veh/h 530 143 94 265 57 69 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - 120 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 530 143 94 265 57 69 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 673 0 1055 602 Stage 1 - - - - 602 - Stage 2 - 453 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 918 250 500 Stage 1 - 547 - Stage 2 - 640 - Platoon blocked, % Mov Cap-1 Maneuver 918 224 500 Mov Cap-2 Maneuver - 358 - Stage 1 - 547 Stage 2 - 575 Approach EB WB NB HCM Ctrl Dly,s/v 0 2.45 14.98 HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 358 500 918 HCM Lane V/C Ratio 0.159 0.138 0.102 HCM Ctrl Dly(s/v) 16.9 13.4 - 9.4 - HCM Lane LOS C B - A - HCM 95th%tile Q(veh) 0.6 0.5 - 0.3 - Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Page 3 HCM 7th TWSC 12: Hidden Creek & Juniper 08/11/2025 Intersection Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ +1 Y Traffic Vol,veh/h 0 0 0 0 0 0 Future Vol,veh/h 0 0 0 0 0 0 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 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 0 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1 0 2 1 Stage 1 - - - - 1 - Stage 2 - 1 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1622 1021 1084 Stage 1 - 1022 - Stage 2 - 1022 - Platoon blocked, % Mov Cap-1 Maneuver 1622 1021 1084 Mov Cap-2 Maneuver - 1021 - Stage 1 - 1022 Stage 2 - 1022 Approach EB WB NB HCM Ctrl Dly,s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity(veh/h) - 1622 HCM Lane V/C Ratio - - HCM Ctrl Dly(s/v) 0 - 0 HCM Lane LOS A - A HCM 95th%tile Q(veh) - - 0 Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Page 4 HCM 7th TWSC 17: 14th & Oak Street 08/11/2025 Intersection Int Delay,s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� +T+ Traffic Vol,veh/h 24 832 8 33 420 12 8 0 20 12 0 61 Future Vol,veh/h 24 832 8 33 420 12 8 0 20 12 0 61 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - Veh in Median Storage,# - 0 - - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 832 8 33 420 12 8 0 20 12 0 61 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 432 0 0 840 0 0 1160 1382 420 956 1380 216 Stage 1 - - - - - - 884 884 - 492 492 - Stage 2 - - - - 276 498 - 464 888 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1124 - 791 - 151 143 582 213 143 789 Stage 1 - - - - 307 362 - 527 546 - Stage 2 - - - - 707 543 - 548 360 - Platoon blocked, % Mov Cap-1 Maneuver 1124 - 791 - 130 134 582 192 134 789 Mov Cap-2 Maneuver - - - - 130 134 - 192 134 - Stage 1 - - 300 354 505 523 - Stage 2 - - 625 520 518 352 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.23 0.69 18.61 13 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLnl Capacity(veh/h) 292 1124 791 523 HCM Lane V/C Ratio 0.096 0.021 0.042 0.14 HCM Ctrl Dly(s/v) 18.6 8.3 - 9.8 - 13 HCM Lane LOS C A - A - B HCM 95th%tile Q(veh) 0.3 0.1 - 0.1 - 0.5 Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Page 5 HCM 7th TWSC 20: 11th Ave & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� +T r Traffic Vol,veh/h 24 877 1 4 449 37 4 0 4 20 0 12 Future Vol,veh/h 24 877 1 4 449 37 4 0 4 20 0 12 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - 0 Veh in Median Storage,# - 0 - - 0 0 0 - Grade,% - 0 - 0 0 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 877 1 4 449 37 4 0 4 20 0 12 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 486 0 0 878 0 0 1158 1420 439 962 1402 243 Stage 1 - - - - - - 926 926 - 476 476 - Stage 2 - - - - 233 494 - 487 926 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1073 - 765 - 151 135 566 210 139 758 Stage 1 - - - - 289 346 - 539 555 - Stage 2 - - - - 749 545 - 531 346 - Platoon blocked, % Mov Cap-1 Maneuver 1073 - 765 - 145 132 566 203 135 758 Mov Cap-2 Maneuver - - - - 145 132 - 203 135 - Stage 1 - - 283 338 536 552 - Stage 2 - 734 542 516 338 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.22 0.08 21.19 19.09 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity(veh/h) 230 1073 765 203 758 HCM Lane V/C Ratio 0.035 0.022 - 0.005 0.098 0.016 HCM Ctrl Dly(slv) 21.2 8.4 - 9.7 - 24.6 9.8 HCM Lane LOS C A - A - C A HCM 95th%tile Q(veh) 0.1 0.1 - 0 - 0.3 0 Scenario 6 Hidden Creek 9:47 am 01/23/2025 2027 AM No Build Synchro 11 Report RLA Page 6 Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 f 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT4 tT T 1� Traffic Volume(vph) 12 698 61 69 1040 16 171 49 110 49 37 24 Future Volume(vph) 12 698 61 69 1040 16 171 49 110 49 37 24 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 14 12 12 14 12 12 12 12 12 12 12 12 Storage Length(ft) 120 0 120 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.988 0.998 0.896 0.941 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1739 3221 0 1739 3253 0 1630 1537 0 1630 1614 0 Flt Permitted 0.168 0.297 0.717 0.656 Satd. Flow(perm) 307 3221 0 544 3253 0 1230 1537 0 1125 1614 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 19 3 110 24 Link Speed(mph) 35 35 25 25 Link Distance(ft) 1395 458 1311 627 Travel Time(s) 27.2 8.9 35.8 17.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 12 698 61 69 1040 16 171 49 110 49 37 24 Shared Lane Traffic(%) Lane Group Flow(vph) 12 759 0 69 1056 0 171 159 0 49 61 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.02 1.11 1.11 1.02 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Pagel Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 51.0 51.0 51.0 51.0 29.0 29.0 29.0 29.0 Total Split(%) 63.8% 63.8% 63.8% 63.8% 36.3% 36.3% 36.3% 36.3% Maximum Green(s) 46.5 46.5 46.5 46.5 24.5 24.5 24.5 24.5 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 27.9 27.9 27.9 27.9 24.8 24.8 24.8 24.8 Actuated g/C Ratio 0.45 0.45 0.45 0.45 0.40 0.40 0.40 0.40 v/c Ratio 0.09 0.52 0.28 0.72 0.35 0.23 0.11 0.09 Control Delay(s/veh) 10.4 12.8 13.3 16.5 17.8 7.1 15.2 10.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 10.4 12.8 13.3 16.5 17.8 7.1 15.2 10.5 LOS B B B B B A B B Approach Delay(s/veh) 12.7 16.3 12.6 12.6 Approach LOS B B B B Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:61.8 Natural Cycle:50 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.72 Intersection Signal Delay(s/veh): 14.4 Intersection LOS: B Intersection Capacity Utilization 65.4% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 5: 15th Ave&Oak Street 1 02 04 06 � 08 Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Page 2 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T+ T T T Traffic Volume(vph) 57 408 12 49 539 78 61 188 41 69 143 41 Future Volume(vph) 57 408 12 49 539 78 61 188 41 69 143 41 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 11 11 12 11 11 12 11 11 12 11 11 12 Storage Length(ft) 150 0 150 0 150 0 110 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.981 0.973 0.967 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1576 1652 0 1576 1627 0 1576 1614 0 1576 1604 0 Flt Permitted 0.200 0.392 0.630 0.562 Satd. Flow(perm) 332 1652 0 650 1627 0 1045 1614 0 932 1604 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 3 14 15 20 Link Speed(mph) 30 30 25 25 Link Distance(ft) 1316 1391 817 1389 Travel Time(s) 29.9 31.6 22.3 37.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 57 408 12 49 539 78 61 188 41 69 143 41 Shared Lane Traffic(%) Lane Group Flow(vph) 57 420 0 49 617 0 61 229 0 69 184 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 11 11 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Page 3 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 9.6 37.0 9.6 37.0 23.4 23.4 23.4 23.4 Total Split(%) 13.7% 52.9% 13.7% 52.9% 33.4% 33.4% 33.4% 33.4% Maximum Green(s) 5.1 32.5 5.1 32.5 18.9 18.9 18.9 18.9 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Act Effct Green(s) 29.1 26.5 29.1 26.5 19.7 19.7 19.7 19.7 Actuated g/C Ratio 0.48 0.44 0.48 0.44 0.33 0.33 0.33 0.33 v/c Ratio 0.21 0.58 0.12 0.86 0.18 0.43 0.23 0.34 Control Delay(s/veh) 8.1 16.8 6.8 29.3 20.9 21.5 21.9 19.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 8.1 16.8 6.8 29.3 20.9 21.5 21.9 19.6 LOS A B A C C C C B Approach Delay(s/veh) 15.7 27.6 21.4 20.2 Approach LOS B C C C Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:60.5 Natural Cycle:65 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.86 Intersection Signal Delay(s/veh):22.1 Intersection LOS: C Intersection Capacity Utilization 72.7% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 7: Durson Road&15th Ave 1 02 03 04 06 � 07 i 08 Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Page 4 HCM 7th TWSC 6: 15th Ave & Juniper 08/11/2025 Intersection Int Delay,s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 4 1 1 37 1 4 1 286 29 1 220 4 Future Vol,veh/h 4 1 1 37 1 4 1 286 29 1 220 4 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - Veh in Median Storage,# - 0 - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 1 1 37 1 4 1 286 29 1 220 4 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 513 541 222 525 529 301 224 0 0 315 0 0 Stage 1 224 224 - 303 303 - - - - - - - Stage 2 289 317 - 223 226 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 472 448 818 463 455 739 1345 - 1245 Stage 1 779 718 - 707 664 - - - - - Stage 2 719 654 - 780 717 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 468 447 818 461 455 739 1345 - 1245 - Mov Cap-2 Maneuver 468 447 - 461 455 - - - - - Stage 1 778 718 - 706 663 - - - Stage 2 713 654 - 777 716 - - - Approach EB WB NB SB HCM Ctrl Dly,s/v 12.3 13.26 0.02 0.04 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity(veh/h) 6 - 499 478 8 HCM Lane V/C Ratio 0.001 - 0.012 0.088 0.001 HCM Ctrl Dly(slv) 7.7 0 12.3 13.3 7.9 0 HCM Lane LOS A A B B A A - HCM 95th%tile Q(veh) 0 - 0 0.3 0 - - Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Pagel HCM 7th TWSC 9: 12 Avenue & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t'+ ) tt r Traffic Vol,veh/h 726 12 24 1024 0 24 Future Vol,veh/h 726 12 24 1024 0 24 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 726 12 24 1024 0 24 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 738 0 369 Stage 1 - - - - - - Stage 2 - - Critical Hdwy 4.14 - 6.94 Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 3.32 Pot Cap-1 Maneuver 864 0 628 Stage 1 - 0 - Stage 2 - 0 - Platoon blocked, % Mov Cap-1 Maneuver 864 - 628 Mov Cap-2 Maneuver - - Stage 1 - - Stage 2 - - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.21 10.96 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 628 - 864 HCM Lane V/C Ratio 0.038 - 0.028 HCM Ctrl Dly(s/v) 11 - 9.3 HCM Lane LOS B - A HCM 95th%tile Q(veh) 0.1 - 0.1 Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Page 2 HCM 7th TWSC 10: 11th Ave & Durson Road 08/11/2025 Intersection Int Delay,s/veh 4.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ + r Traffic Vol,veh/h 420 98 98 522 147 188 Future Vol,veh/h 420 98 98 522 147 188 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - 120 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 420 98 98 522 147 188 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 518 0 1187 469 Stage 1 - - - - 469 - Stage 2 - 718 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1048 208 594 Stage 1 - 630 - Stage 2 - 483 - Platoon blocked, % Mov Cap-1 Maneuver 1048 189 594 Mov Cap-2 Maneuver - 318 - Stage 1 - 630 Stage 2 - 438 Approach EB WB NB HCM Ctrl Dly,s/v 0 1.39 19.06 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 318 594 1048 HCM Lane V/C Ratio 0.463 0.316 0.094 HCM Ctrl Dly(s/v) 25.7 13.8 - 8.8 - HCM Lane LOS D B - A - HCM 95th%tile Q(veh) 2.3 1.4 - 0.3 - Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Page 3 HCM 7th TWSC 12: Hidden Creek & Juniper 08/11/2025 Intersection Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ +1 Y Traffic Vol,veh/h 0 0 0 0 0 0 Future Vol,veh/h 0 0 0 0 0 0 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 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 0 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1 0 2 1 Stage 1 - - - - 1 - Stage 2 - 1 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1622 1021 1084 Stage 1 - 1022 - Stage 2 - 1022 - Platoon blocked, % Mov Cap-1 Maneuver 1622 1021 1084 Mov Cap-2 Maneuver - 1021 - Stage 1 - 1022 Stage 2 - 1022 Approach EB WB NB HCM Ctrl Dly,s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity(veh/h) - 1622 HCM Lane V/C Ratio - - HCM Ctrl Dly(s/v) 0 - 0 HCM Lane LOS A - A HCM 95th%tile Q(veh) - - 0 Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Page 4 HCM 7th TWSC 17: 14th & Oak Street 08/11/2025 Intersection Int Delay,s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� Traffic Vol,veh/h 12 951 16 24 963 8 16 0 20 8 4 8 Future Vol,veh/h 12 951 16 24 963 8 16 0 20 8 4 8 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - Veh in Median Storage,# - 0 - - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 951 16 24 963 8 16 0 20 8 4 8 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 971 0 0 967 0 0 1515 2002 484 1515 2006 486 Stage - - - - - - 983 983 - 1015 1015 - Stage 2 - - - - 532 1019 - 500 991 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 706 - 708 - 82 59 529 82 59 528 Stage 1 - - - - 267 325 - 255 314 - Stage 2 - - - - 499 313 - 522 322 - Platoon blocked, % Mov Cap-1 Maneuver 706 - 708 - 72 56 529 75 56 528 Mov Cap-2 Maneuver - - - 72 56 - 75 56 - Stage 1 - - 262 319 246 303 - Stage 2 - - 469 302 493 317 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.12 0.25 40.12 47.99 HCM LOS E E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLnl Capacity(veh/h) 138 706 708 103 HCM Lane V/C Ratio 0.261 0.017 0.034 0.193 HCM Ctrl Dly(s/v) 40.1 10.2 - 10.3 - 48 HCM Lane LOS E B - B - E HCM 95th%tile Q(veh) 1 0.1 - 0.1 - 0.7 Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Page 5 HCM 7th TWSC 20: 11th Ave & Oak Street 08/11/2025 Intersection Int Delay,s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� +T r Traffic Vol,veh/h 8 934 1 8 971 45 4 0 4 41 0 20 Future Vol,veh/h 8 934 1 8 971 45 4 0 4 41 0 20 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - 0 Veh in Median Storage,# - 0 - - 0 0 0 - Grade,% - 0 - 0 0 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 934 1 8 971 45 4 0 4 41 0 20 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1016 0 0 935 0 0 1452 1983 468 1493 1961 508 Stage - - - - - - 951 951 - 1010 1010 - Stage 2 - - - - 502 1032 - 483 951 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 678 - 728 - 92 61 542 85 63 510 Stage 1 - - - - 279 337 - 257 316 - Stage 2 - - - - 520 308 - 534 336 - Platoon blocked, % Mov Cap-1 Maneuver 678 - 728 - 86 59 542 83 61 510 Mov Cap-2 Maneuver - - - 86 59 - 83 61 - Stage 1 - - 276 333 254 312 - Stage 2 - 494 305 523 332 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.09 0.08 30.65 61.31 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity(veh/h) 148 678 728 83 510 HCM Lane V/C Ratio 0.054 0.012 - 0.011 0.495 0.039 HCM Ctrl Dly(slv) 30.6 10.4 - 10 85.2 12.3 HCM Lane LOS D B - A - F B HCM 95th%tile Q(veh) 0.2 0 - 0 2.1 0.1 Scenario 7 Hidden Creek 9:47 am 01/23/2025 2027 PM No Build Synchro 11 Report RLA Page 6 Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT+ tT T 1� Traffic Volume(vph) 24 743 71 37 420 16 58 16 49 41 16 4 Future Volume(vph) 24 743 71 37 420 16 58 16 49 41 16 4 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 14 12 12 14 12 12 12 12 12 12 12 12 Storage Length(ft) 120 0 120 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.987 0.994 0.887 0.970 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1739 3217 0 1739 3240 0 1630 1522 0 1630 1664 0 Flt Permitted 0.488 0.240 0.744 0.715 Satd. Flow(perm) 893 3217 0 439 3240 0 1276 1522 0 1227 1664 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 21 8 49 4 Link Speed(mph) 35 35 25 25 Link Distance(ft) 1395 458 1311 627 Travel Time(s) 27.2 8.9 35.8 17.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 24 743 71 37 420 16 58 16 49 41 16 4 Shared Lane Traffic(%) Lane Group Flow(vph) 24 814 0 37 436 0 58 65 0 41 20 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.02 1.11 1.11 1.02 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Pagel Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 51.0 51.0 51.0 51.0 29.0 29.0 29.0 29.0 Total Split(%) 63.8% 63.8% 63.8% 63.8% 36.3% 36.3% 36.3% 36.3% Maximum Green(s) 46.5 46.5 46.5 46.5 24.5 24.5 24.5 24.5 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 19.9 19.9 19.9 19.9 24.7 24.7 24.7 24.7 Actuated g/C Ratio 0.37 0.37 0.37 0.37 0.46 0.46 0.46 0.46 v/c Ratio 0.07 0.67 0.23 0.36 0.10 0.09 0.07 0.03 Control Delay(s/veh) 10.8 16.6 14.9 12.6 10.6 5.3 10.4 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 10.8 16.6 14.9 12.6 10.6 5.3 10.4 9.2 LOS B B B B B A B A Approach Delay(s/veh) 16.4 12.7 7.8 10.0 Approach LOS B B A B Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:53.7 Natural Cycle:45 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.67 Intersection Signal Delay(s/veh): 14.3 Intersection LOS: B Intersection Capacity Utilization 50.3% ICU Level of Service A Analysis Period(min) 15 Splits and Phases: 5: 15th Ave&Oak Street 1 02 04 06 08 Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Page 2 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t - 1 ./ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� T T 1� Traffic Volume(vph) 26 543 82 37 282 26 20 85 61 75 138 38 Future Volume(vph) 26 543 82 37 282 26 20 85 61 75 138 38 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 11 11 12 11 11 12 11 11 12 11 11 12 Storage Length(ft) 150 0 150 0 150 0 110 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.980 0.987 0.937 0.968 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1576 1625 0 1576 1637 0 1576 1554 0 1576 1605 0 Flt Permitted 0.514 0.196 0.646 0.664 Satd. Flow(perm) 852 1625 0 325 1637 0 1071 1554 0 1101 1605 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 14 9 51 19 Link Speed(mph) 30 30 25 25 Link Distance(ft) 1316 1391 817 1389 Travel Time(s) 29.9 31.6 22.3 37.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 26 543 82 37 282 26 20 85 61 75 138 38 Shared Lane Traffic(%) Lane Group Flow(vph) 26 625 0 37 308 0 20 146 0 75 176 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 11 11 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Page 3 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 9.6 37.0 9.6 37.0 23.4 23.4 23.4 23.4 Total Split(%) 13.7% 52.9% 13.7% 52.9% 33.4% 33.4% 33.4% 33.4% Maximum Green(s) 5.1 32.5 5.1 32.5 18.9 18.9 18.9 18.9 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Act Effct Green(s) 27.5 25.8 27.5 25.8 19.6 19.6 19.6 19.6 Actuated g/C Ratio 0.48 0.45 0.48 0.45 0.34 0.34 0.34 0.34 v/c Ratio 0.06 0.85 0.14 0.42 0.06 0.26 0.20 0.32 Control Delay(s/veh) 6.4 28.1 7.4 13.0 18.6 14.0 19.7 18.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 6.4 28.1 7.4 13.0 18.6 14.0 19.7 18.0 LOS A C A B B B B B Approach Delay(s/veh) 27.2 12.4 14.6 18.5 Approach LOS C B B B Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:57.8 Natural Cycle:65 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.85 Intersection Signal Delay(s/veh):20.5 Intersection LOS: C Intersection Capacity Utilization 62.2% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 7: Durson Road&15th Ave 1 02 03 04 06 � 07 i 08 Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Page 4 HCM 7th TWSC 6: 15th Ave & Juniper 08/11/2025 Intersection Int Delay,s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 4 1 1 51 1 17 4 110 24 10 159 4 Future Vol,veh/h 4 1 1 51 1 17 4 110 24 10 159 4 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - Veh in Median Storage,# - 0 - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 1 1 51 1 17 4 110 24 10 159 4 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 300 323 161 310 313 122 163 0 0 134 0 0 Stage 1 181 181 - 130 130 - - - - - - - Stage 2 119 142 - 180 183 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 653 595 884 643 602 929 1416 - 1451 Stage 1 821 750 - 874 789 - - - - - Stage 2 886 779 - 822 748 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 633 588 884 634 596 929 1416 - 1451 - Mov Cap-2 Maneuver 633 588 - 634 596 - - - - - Stage 1 815 744 - 871 786 - - - Stage 2 866 777 - 814 743 - - - Approach EB WB NB SB HCM Ctrl Dly,s/v 10.54 10.82 0.22 0.43 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity(veh/h) 50 - 656 687 104 HCM Lane V/C Ratio 0.003 - 0.009 0.1 0.007 HCM Ctrl Dly(s/v) 7.6 0 10.5 10.8 7.5 0 HCM Lane LOS A A B B A A - HCM 95th%tile Q(veh) 0 - 0 0.3 0 - - Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Pagel HCM 7th TWSC 9: 12 Avenue & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t'+ ) tt r Traffic Vol,veh/h 661 4 22 506 0 74 Future Vol,veh/h 661 4 22 506 0 74 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 661 4 22 506 0 74 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 665 0 333 Stage 1 - - - - - - Stage 2 - - Critical Hdwy 4.14 - 6.94 Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 3.32 Pot Cap-1 Maneuver 920 0 663 Stage 1 - 0 - Stage 2 - 0 - Platoon blocked, % Mov Cap-1 Maneuver 920 - 663 Mov Cap-2 Maneuver - - Stage 1 - - Stage 2 - - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.38 11.11 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 663 - 920 HCM Lane V/C Ratio 0.112 - 0.024 HCM Ctrl Dly(s/v) 11.1 - 9 HCM Lane LOS B - A HCM 95th%tile Q(veh) 0.4 - 0.1 Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Page 2 HCM 7th TWSC 10: 11th Ave & Durson Road 08/11/2025 Intersection Int Delay,s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ + r Traffic Vol,veh/h 536 143 94 267 57 69 Future Vol,veh/h 536 143 94 267 57 69 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - 120 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 536 143 94 267 57 69 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 679 0 1063 608 Stage 1 - - - - 608 - Stage 2 - 455 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 913 247 496 Stage 1 - 544 - Stage 2 - 639 - Platoon blocked, % Mov Cap-1 Maneuver 913 222 496 Mov Cap-2 Maneuver - 356 - Stage 1 - 544 Stage 2 - 573 Approach EB WB NB HCM Ctrl Dly,s/v 0 2.45 15.06 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 356 496 913 HCM Lane V/C Ratio 0.16 0.139 0.103 HCM Ctrl Dly(s/v) 17 13.4 - 9.4 HCM Lane LOS C B - A - HCM 95th%tile Q(veh) 0.6 0.5 - 0.3 - Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Page 3 HCM 7th TWSC 12: Hidden Creek & Juniper 08/11/2025 Intersection Int Delay,s/veh 4.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ +1 Y Traffic Vol,veh/h 24 13 6 29 40 17 Future Vol,veh/h 24 13 6 29 40 17 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 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 24 13 6 29 40 17 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 37 0 72 31 Stage 1 - - - - 31 - Stage 2 - 41 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1574 933 1044 Stage 1 - 992 - Stage 2 - 981 - Platoon blocked, % Mov Cap-1 Maneuver 1574 929 1044 Mov Cap-2 Maneuver - 929 - Stage 1 - 992 Stage 2 - 978 Approach EB WB NB HCM Ctrl Dly,s/v 0 1.25 8.98 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 961 - 309 HCM Lane V/C Ratio 0.059 - 0.004 HCM Ctrl Dly(s/v) 9 - 7.3 0 HCM Lane LOS A - A A HCM 95th%tile Q(veh) 0.2 - 0 - Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Page 4 HCM 7th TWSC 17: 14th & Oak Street 08/11/2025 Intersection Int Delay,s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� Traffic Vol,veh/h 24 832 10 33 420 12 10 0 20 12 0 61 Future Vol,veh/h 24 832 10 33 420 12 10 0 20 12 0 61 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - Veh in Median Storage,# - 0 - - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 832 10 33 420 12 10 0 20 12 0 61 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 432 0 0 842 0 0 1161 1383 421 956 1382 216 Stage 1 - - - - - - 885 885 - 492 492 - Stage 2 - - - - 276 498 - 464 890 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1124 - 789 - 150 143 581 213 143 789 Stage 1 - - - - 306 361 - 527 546 - Stage 2 - - - - 707 543 - 548 359 - Platoon blocked, % Mov Cap-1 Maneuver 1124 - 789 - 130 134 581 192 134 789 Mov Cap-2 Maneuver - - - - 130 134 - 192 134 - Stage 1 - - 300 353 505 523 - Stage 2 - - 625 520 517 352 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.23 0.69 20.02 13.01 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 270 1124 789 523 HCM Lane V/C Ratio 0.111 0.021 0.042 0.14 HCM Ctrl Dly(slv) 20 8.3 - 9.8 13 HCM Lane LOS C A - A - B HCM 95th%tile Q(veh) 0.4 0.1 - 0.1 - 0.5 Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Page 5 HCM 7th TWSC 20: 11th Ave & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� +T r Traffic Vol,veh/h 24 894 0 4 455 37 4 0 4 20 0 12 Future Vol,veh/h 24 894 0 4 455 37 4 0 4 20 0 12 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - 0 Veh in Median Storage,# - 0 - - 0 0 0 - Grade,% - 0 - 0 0 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 894 0 4 455 37 4 0 4 20 0 12 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 492 0 0 894 0 0 1178 1442 447 977 1424 246 Stage 1 - - - - - - 942 942 - 482 482 - Stage 2 - - - - 236 500 - 495 942 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1068 - 755 - 146 131 559 205 135 754 Stage 1 - - - - 283 340 - 535 552 - Stage 2 - - - - 746 541 - 525 340 - Platoon blocked, % Mov Cap-1 Maneuver 1068 - 755 - 140 128 559 198 131 754 Mov Cap-2 Maneuver - - - - 140 128 - 198 131 - Stage 1 - - 276 332 532 549 - Stage 2 - 731 539 509 332 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.22 0.08 21.68 19.44 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity(veh/h) 224 1068 755 198 754 HCM Lane V/C Ratio 0.036 0.022 - 0.005 0.101 0.016 HCM Ctrl Dly(slv) 21.7 8.4 - 9.8 - 25.2 9.8 HCM Lane LOS C A - A - D A HCM 95th%tile Q(veh) 0.1 0.1 - 0 - 0.3 0 Scenario 4 Hidden Creek 2:11 pm 01/22/2025 2027 AM With Project Synchro 11 Report RLA Page 6 Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08II/11/2025 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT4 tT T 1� Traffic Volume(vph) 12 698 80 69 1040 16 182 49 110 49 37 24 Future Volume(vph) 12 698 80 69 1040 16 182 49 110 49 37 24 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 14 12 12 14 12 12 12 12 12 12 12 12 Storage Length(ft) 120 0 120 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.985 0.998 0.896 0.941 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1739 3211 0 1739 3253 0 1630 1537 0 1630 1614 0 Flt Permitted 0.168 0.287 0.717 0.656 Satd. Flow(perm) 307 3211 0 525 3253 0 1230 1537 0 1125 1614 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 26 3 110 24 Link Speed(mph) 35 35 25 25 Link Distance(ft) 1395 458 1311 627 Travel Time(s) 27.2 8.9 35.8 17.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 12 698 80 69 1040 16 182 49 110 49 37 24 Shared Lane Traffic(%) Lane Group Flow(vph) 12 778 0 69 1056 0 182 159 0 49 61 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.02 1.11 1.11 1.02 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Pagel Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 51.0 51.0 51.0 51.0 29.0 29.0 29.0 29.0 Total Split(%) 63.8% 63.8% 63.8% 63.8% 36.3% 36.3% 36.3% 36.3% Maximum Green(s) 46.5 46.5 46.5 46.5 24.5 24.5 24.5 24.5 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 27.9 27.9 27.9 27.9 24.8 24.8 24.8 24.8 Actuated g/C Ratio 0.45 0.45 0.45 0.45 0.40 0.40 0.40 0.40 v/c Ratio 0.09 0.53 0.29 0.72 0.37 0.23 0.11 0.09 Control Delay(s/veh) 10.4 12.8 13.7 16.5 18.1 7.1 15.2 10.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 10.4 12.8 13.7 16.5 18.1 7.1 15.2 10.5 LOS B B B B B A B B Approach Delay(s/veh) 12.8 16.3 13.0 12.6 Approach LOS B B B B Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:61.8 Natural Cycle:50 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.72 Intersection Signal Delay(s/veh): 14.5 Intersection LOS: B Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 5: 15th Ave&Oak Street 1 02 04 06 � 08 Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Page 2 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t - 1 ./ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� T T 1� Traffic Volume(vph) 63 408 12 49 539 49 61 200 41 73 150 44 Future Volume(vph) 63 408 12 49 539 49 61 200 41 73 150 44 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 11 11 12 11 11 12 11 11 12 11 11 12 Storage Length(ft) 150 0 150 0 150 0 110 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.987 0.974 0.966 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1576 1652 0 1576 1637 0 1576 1615 0 1576 1602 0 Flt Permitted 0.217 0.386 0.620 0.551 Satd. Flow(perm) 360 1652 0 640 1637 0 1028 1615 0 914 1602 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 3 9 14 21 Link Speed(mph) 30 30 25 25 Link Distance(ft) 1316 1391 817 1389 Travel Time(s) 29.9 31.6 22.3 37.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 63 408 12 49 539 49 61 200 41 73 150 44 Shared Lane Traffic(%) Lane Group Flow(vph) 63 420 0 49 588 0 61 241 0 73 194 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 11 11 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Page 3 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 9.6 37.0 9.6 37.0 23.4 23.4 23.4 23.4 Total Split(%) 13.7% 52.9% 13.7% 52.9% 33.4% 33.4% 33.4% 33.4% Maximum Green(s) 5.1 32.5 5.1 32.5 18.9 18.9 18.9 18.9 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Act Effct Green(s) 28.0 25.4 28.0 25.4 19.8 19.8 19.8 19.8 Actuated g/C Ratio 0.47 0.43 0.47 0.43 0.33 0.33 0.33 0.33 v/c Ratio 0.23 0.60 0.13 0.84 0.18 0.44 0.24 0.36 Control Delay(s/veh) 8.3 17.3 6.9 27.7 20.6 21.5 21.9 19.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 8.3 17.3 6.9 27.7 20.6 21.5 21.9 19.4 LOS A B A C C C C B Approach Delay(s/veh) 16.1 26.1 21.3 20.1 Approach LOS B C C C Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:59.5 Natural Cycle:65 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.84 Intersection Signal Delay(s/veh):21.4 Intersection LOS: C Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 7: Durson Road&15th Ave 1 02 03 04 06 p 07 i 08 Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Page 4 HCM 7th TWSC 6: 15th Ave & Juniper 08/11/2025 Intersection Int Delay,s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 4 1 1 51 1 15 1 286 53 19 220 4 Future Vol,veh/h 4 1 1 51 1 15 1 286 53 19 220 4 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - Veh in Median Storage,# - 0 - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 1 1 51 1 15 1 286 53 19 220 4 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 549 601 222 573 577 313 224 0 0 339 0 0 Stage 1 260 260 - 315 315 - - - - - - - Stage 2 289 341 - 259 262 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 447 414 818 430 428 728 1345 - 1220 Stage 1 745 693 - 696 656 - - - - - Stage 2 719 639 - 746 691 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 428 406 818 421 420 728 1345 - 1220 - Mov Cap-2 Maneuver 428 406 - 421 420 - - - - - Stage 1 732 681 - 696 655 - - - Stage 2 703 638 - 731 679 - - - Approach EB WB NB SB HCM Ctrl Dly,s/v 12.92 14.05 0.02 0.63 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity(veh/h) 5 - 461 465 140 HCM Lane V/C Ratio 0.001 - 0.013 0.144 0.016 HCM Ctrl Dly(s/v) 7.7 0 12.9 14.1 8 0 HCM Lane LOS A A B B A A - HCM 95th%tile Q(veh) 0 - 0 0.5 0 - - Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Pagel HCM 7th TWSC 9: 12 Avenue & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t'+ ) tt r Traffic Vol,veh/h 726 12 43 1024 0 35 Future Vol,veh/h 726 12 43 1024 0 35 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 726 12 43 1024 0 35 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 738 0 369 Stage 1 - - - - - - Stage 2 - - Critical Hdwy 4.14 - 6.94 Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 3.32 Pot Cap-1 Maneuver 864 0 628 Stage 1 - 0 - Stage 2 - 0 - Platoon blocked, % Mov Cap-1 Maneuver 864 - 628 Mov Cap-2 Maneuver - - Stage 1 - - Stage 2 - - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.38 11.07 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 628 - 864 HCM Lane V/C Ratio 0.056 - 0.05 HCM Ctrl Dly(s/v) 11.1 - 9.4 HCM Lane LOS B - A HCM 95th%tile Q(veh) 0.2 - 0.2 Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Page 2 HCM 7th TWSC 10: 11th Ave & Durson Road 08/11/2025 Intersection Int Delay,s/veh 4.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ + r Traffic Vol,veh/h 424 98 98 529 147 188 Future Vol,veh/h 424 98 98 529 147 188 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - 120 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 424 98 98 529 147 188 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 522 0 1198 473 Stage 1 - - - - 473 - Stage 2 - 725 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1044 205 591 Stage 1 - 627 - Stage 2 - 479 - Platoon blocked, % Mov Cap-1 Maneuver 1044 186 591 Mov Cap-2 Maneuver - 315 - Stage 1 - 627 Stage 2 - 434 Approach EB WB NB HCM Ctrl Dly,s/v 0 1.38 19.24 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 315 591 1044 HCM Lane V/C Ratio 0.467 0.318 0.094 HCM Ctrl Dly(s/v) 26.1 13.9 - 8.8 - HCM Lane LOS D B - A - HCM 95th%tile Q(veh) 2.4 1.4 - 0.3 - Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Page 3 HCM 7th TWSC 12: Hidden Creek & Juniper 08/11/2025 Intersection Int Delay,s/veh 2.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ +1 Y Traffic Vol,veh/h 29 43 19 41 25 11 Future Vol,veh/h 29 43 19 41 25 11 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 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 29 43 19 41 25 11 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 72 0 130 51 Stage 1 - - - - 51 - Stage 2 - 79 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1528 865 1018 Stage 1 - 972 - Stage 2 - 944 - Platoon blocked, % Mov Cap-1 Maneuver 1528 854 1018 Mov Cap-2 Maneuver - 854 - Stage 1 - 972 Stage 2 - 932 Approach EB WB NB HCM Ctrl Dly,s/v 0 2.34 9.18 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 898 - 570 HCM Lane V/C Ratio 0.04 - 0.012 HCM Ctrl Dly(slv) 9.2 - 7.4 0 HCM Lane LOS A - A A HCM 95th%tile Q(veh) 0.1 - 0 - Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Page 4 HCM 7th TWSC 17: 14th & Oak Street 08/11/2025 Intersection Int Delay,s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� Traffic Vol,veh/h 12 951 18 24 963 8 18 0 20 8 4 8 Future Vol,veh/h 12 951 18 24 963 8 18 0 20 8 4 8 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - Veh in Median Storage,# - 0 - - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 951 18 24 963 8 18 0 20 8 4 8 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 971 0 0 969 0 0 1516 2003 485 1515 2008 486 Stage - - - - - - 984 984 - 1015 1015 - Stage 2 - - - - 532 1019 - 500 993 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 706 - 707 - 82 59 528 82 59 528 Stage 1 - - - - 267 325 - 255 314 - Stage 2 - - - - 499 313 - 522 322 - Platoon blocked, % Mov Cap-1 Maneuver 706 - 707 - 71 56 528 75 56 528 Mov Cap-2 Maneuver - - - 71 56 - 75 56 - Stage 1 - - 262 319 246 303 - Stage 2 - 469 302 493 316 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.12 0.25 43.28 48.06 HCM LOS E E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 131 706 707 103 HCM Lane V/C Ratio 0.29 0.017 0.034 0.194 HCM Ctrl Dly(s/v) 43.3 10.2 - 10.3 - 48.1 HCM Lane LOS E B - B - E HCM 95th%tile Q(veh) 1.1 0.1 - 0.1 - 0.7 Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Page 5 HCM 7th TWSC 20: 11th Ave & Oak Street 08/11/2025 Intersection Int Delay,s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� +T r Traffic Vol,veh/h 8 945 1 8 990 45 4 0 4 41 0 20 Future Vol,veh/h 8 945 1 8 990 45 4 0 4 41 0 20 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - 0 Veh in Median Storage,# - 0 - - 0 0 0 - Grade,% - 0 - 0 0 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 945 1 8 990 45 4 0 4 41 0 20 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1035 0 0 946 0 0 1473 2013 473 1517 1991 518 Stage - - - - - - 962 962 - 1029 1029 - Stage 2 - - - - 511 1051 - 489 962 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 667 - 721 - 88 58 538 82 60 503 Stage 1 - - - - 275 333 - 250 309 - Stage 2 - - - - 514 302 - 530 332 - Platoon blocked, % Mov Cap-1 Maneuver 667 - 721 - 83 57 538 79 59 503 Mov Cap-2 Maneuver - - 83 57 - 79 59 - Stage 1 - - 272 329 248 306 - Stage 2 - 488 299 519 328 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.09 0.08 31.54 65.39 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity(veh/h) 144 667 721 79 503 HCM Lane V/C Ratio 0.056 0.012 0.011 0.517 0.04 HCM Ctrl Dly(slv) 31.5 10.5 - 10 91.2 12.5 HCM Lane LOS D B - B - F B HCM 95th%tile Q(veh) 0.2 0 - 0 - 2.2 0.1 Scenario 5 Hidden Creek 9:46 am 01/23/2025 2027 PM With Project Synchro 11 Report RLA Page 6 Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tT T 1� Traffic Volume(vph) 36 1092 102 54 618 24 77 24 72 60 24 6 Future Volume(vph) 36 1092 102 54 618 24 77 24 72 60 24 6 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 14 12 12 14 12 12 12 12 12 12 12 12 Storage Length(ft) 120 0 120 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.987 0.994 0.887 0.970 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1739 3217 0 1739 3240 0 1630 1522 0 1630 1664 0 Flt Permitted 0.367 0.138 0.738 0.695 Satd. Flow(perm) 672 3217 0 253 3240 0 1266 1522 0 1192 1664 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 21 8 72 6 Link Speed(mph) 35 35 25 25 Link Distance(ft) 1395 458 1311 627 Travel Time(s) 27.2 8.9 35.8 17.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 36 1092 102 54 618 24 77 24 72 60 24 6 Shared Lane Traffic(%) Lane Group Flow(vph) 36 1194 0 54 642 0 77 96 0 60 30 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.02 1.11 1.11 1.02 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Pagel Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 51.0 51.0 51.0 51.0 29.0 29.0 29.0 29.0 Total Split(%) 63.8% 63.8% 63.8% 63.8% 36.3% 36.3% 36.3% 36.3% Maximum Green(s) 46.5 46.5 46.5 46.5 24.5 24.5 24.5 24.5 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 32.9 32.9 32.9 32.9 24.9 24.9 24.9 24.9 Actuated g/C Ratio 0.49 0.49 0.49 0.49 0.37 0.37 0.37 0.37 v/c Ratio 0.11 0.75 0.44 0.40 0.16 0.16 0.14 0.05 Control Delay(s/veh) 9.1 16.4 22.6 11.0 18.4 8.1 18.2 15.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 9.1 16.4 22.6 11.0 18.4 8.1 18.2 15.1 LOS A B C B B A B B Approach Delay(s/veh) 16.2 11.9 12.7 17.2 Approach LOS B B B B Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:66.9 Natural Cycle:55 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.75 Intersection Signal Delay(s/veh): 14.6 Intersection LOS: B Intersection Capacity Utilization 63.0% ICU Level of Service B Analysis Period(min) 15 Splits and Phases: 5: 15th Ave&Oak Street 1 02 04 06 � 08 Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Page 2 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08II/11/2025 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations T+ T T T Traffic Volume(vph) 31 644 97 44 334 31 24 101 73 88 161 44 Future Volume(vph) 31 644 97 44 334 31 24 101 73 88 161 44 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 11 11 12 11 11 12 11 11 12 11 11 12 Storage Length(ft) 150 0 150 0 150 0 110 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.980 0.987 0.937 0.968 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1576 1625 0 1576 1637 0 1576 1554 0 1576 1605 0 Flt Permitted 0.490 0.143 0.568 0.621 Satd. Flow(perm) 813 1625 0 237 1637 0 942 1554 0 1030 1605 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 14 9 51 19 Link Speed(mph) 30 30 25 25 Link Distance(ft) 1316 1391 817 1389 Travel Time(s) 29.9 31.6 22.3 37.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 31 644 97 44 334 31 24 101 73 88 161 44 Shared Lane Traffic(%) Lane Group Flow(vph) 31 741 0 44 365 0 24 174 0 88 205 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 11 11 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Page 3 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 9.6 37.0 9.6 37.0 23.4 23.4 23.4 23.4 Total Split(%) 13.7% 52.9% 13.7% 52.9% 33.4% 33.4% 33.4% 33.4% Maximum Green(s) 5.1 32.5 5.1 32.5 18.9 18.9 18.9 18.9 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Act Effct Green(s) 35.0 32.1 35.8 33.9 19.0 19.0 19.0 19.0 Actuated g/C Ratio 0.53 0.49 0.55 0.52 0.29 0.29 0.29 0.29 v/c Ratio 0.06 0.93 0.19 0.43 0.09 0.36 0.29 0.43 Control Delay(s/veh) 6.2 37.2 7.9 12.5 20.2 16.8 23.3 21.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 6.2 37.2 7.9 12.5 20.2 16.8 23.3 21.8 LOS A D A B C B C C Approach Delay(s/veh) 36.0 12.0 17.2 22.2 Approach LOS D B B C Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:65.6 Natural Cycle:75 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.93 Intersection Signal Delay(s/veh):25.5 Intersection LOS: C Intersection Capacity Utilization 70.7% ICU Level of Service C Analysis Period(min) 15 Splits and Phases: 7: Durson Road&15th Ave 1 02 03 04 06 p 07 i 08 Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Page 4 HCM 7th TWSC 6: 15th Ave & Juniper 08/11/2025 Intersection Int Delay,s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 5 1 1 57 1 17 5 131 27 11 189 5 Future Vol,veh/h 5 1 1 57 1 17 5 131 27 11 189 5 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - Veh in Median Storage,# - 0 - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 1 1 57 1 17 5 131 27 11 189 5 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 355 382 192 366 371 145 194 0 0 158 0 0 Stage 1 214 214 - 155 155 - - - - - - - Stage 2 142 168 - 212 216 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 600 551 850 590 559 903 1379 - 1422 Stage 1 789 726 - 848 770 - - - - - Stage 2 861 759 - 791 724 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 580 544 850 581 552 903 1379 - 1422 - Mov Cap-2 Maneuver 580 544 - 581 552 - - - - - Stage 1 782 720 - 844 767 - - - Stage 2 841 756 - 782 718 - - - Approach EB WB NB SB HCM Ctrl Dly,s/v 11.05 11.47 0.23 0.41 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity(veh/h) 53 - 602 632 96 HCM Lane V/C Ratio 0.004 - 0.012 0.119 0.008 HCM Ctrl Dly(s/v) 7.6 0 11.1 11.5 7.6 0 HCM Lane LOS A A B B A A - HCM 95th%tile Q(veh) 0 - 0 0.4 0 - - Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Pagel HCM 7th TWSC 9: 12 Avenue & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t'+ ) tt r Traffic Vol,veh/h 972 6 30 744 0 101 Future Vol,veh/h 972 6 30 744 0 101 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 972 6 30 744 0 101 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 978 0 489 Stage 1 - - - - - - Stage 2 - - Critical Hdwy 4.14 - 6.94 Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 3.32 Pot Cap-1 Maneuver 701 0 525 Stage 1 - 0 - Stage 2 - 0 - Platoon blocked, % Mov Cap-1 Maneuver 701 - 525 Mov Cap-2 Maneuver - - Stage 1 - - Stage 2 - - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.4 13.49 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 525 - 701 HCM Lane V/C Ratio 0.192 - 0.043 HCM Ctrl Dly(s/v) 13.5 - 10.4 HCM Lane LOS B - B HCM 95th%tile Q(veh) 0.7 - 0.1 Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Page 2 HCM 7th TWSC 10: 11th Ave & Durson Road 08/11/2025 Intersection Int Delay,s/veh 2.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ + r Traffic Vol,veh/h 635 169 111 317 68 82 Future Vol,veh/h 635 169 111 317 68 82 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - 120 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 635 169 111 317 68 82 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 804 0 1259 720 Stage 1 - - - - 720 - Stage 2 - 539 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 820 189 428 Stage 1 - 482 - Stage 2 - 585 - Platoon blocked, % Mov Cap-1 Maneuver 820 163 428 Mov Cap-2 Maneuver - 300 - Stage 1 - 482 Stage 2 - 506 Approach EB WB NB HCM Ctrl Dly,s/v 0 2.61 17.71 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 300 428 820 HCM Lane V/C Ratio 0.227 0.192 0.135 HCM Ctrl Dly(s/v) 20.5 15.4 - 10.1 - HCM Lane LOS C C - B - HCM 95th%tile Q(veh) 0.9 0.7 - 0.5 - Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Page 3 HCM 7th TWSC 12: Hidden Creek & Juniper 08/11/2025 Intersection Int Delay,s/veh 4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ +1 Y Traffic Vol,veh/h 29 13 6 34 40 17 Future Vol,veh/h 29 13 6 34 40 17 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 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 29 13 6 34 40 17 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 42 0 82 36 Stage 1 - - - - 36 - Stage 2 - 46 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1567 921 1037 Stage 1 - 987 - Stage 2 - 976 - Platoon blocked, % Mov Cap-1 Maneuver 1567 917 1037 Mov Cap-2 Maneuver - 917 - Stage 1 - 987 Stage 2 - 973 Approach EB WB NB HCM Ctrl Dly,s/v 0 1.1 9.03 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 950 - 270 HCM Lane V/C Ratio 0.06 - 0.004 HCM Ctrl Dly(s/v) 9 - 7.3 0 HCM Lane LOS A - A A HCM 95th%tile Q(veh) 0.2 - 0 - Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Page 4 HCM 7th TWSC 17: 14th & Oak Street 08/11/2025 Intersection Int Delay,s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) 0 Traffic Vol,veh/h 36 1224 14 48 618 18 14 0 30 18 0 90 Future Vol,veh/h 36 1224 14 48 618 18 14 0 30 18 0 90 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - Veh in Median Storage,# - 0 - - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 36 1224 14 48 618 18 14 0 30 18 0 90 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 636 0 0 1238 0 0 1708 2035 619 1407 2033 318 Stage - - - - - - 1303 1303 - 723 723 - Stage 2 - - - - 405 732 - 684 1310 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 943 - 558 - 59 56 432 99 56 678 Stage 1 - - - - 170 229 - 384 429 - Stage 2 - - - - 593 425 - 405 227 - Platoon blocked, % Mov Cap-1 Maneuver 943 - 558 - 45 49 432 81 50 678 Mov Cap-2 Maneuver - - - 45 49 - 81 50 - Stage 1 - - 163 220 351 392 - Stage 2 - 470 388 362 218 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.25 0.85 54.34 23.24 HCM LOS F C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 115 943 558 304 HCM Lane V/C Ratio 0.382 0.038 0.086 0.355 HCM Ctrl Dly(slv) 54.3 9 - 12.1 - 23.2 HCM Lane LOS F A - B - C HCM 95th%tile Q(veh) 1.6 0.1 - 0.3 - 1.6 Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Page 5 HCM 7th TWSC 20: 11th Ave & Oak Street 08/11/2025 Intersection Int Delay,s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� +T r Traffic Vol,veh/h 36 1307 1 6 666 54 6 0 6 30 0 18 Future Vol,veh/h 36 1307 1 6 666 54 6 0 6 30 0 18 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - 0 Veh in Median Storage,# - 0 - - 0 0 0 - Grade,% - 0 - 0 0 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 36 1307 1 6 666 54 6 0 6 30 0 18 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 720 0 0 1308 0 0 1725 2112 654 1431 2085 360 Stage - - - - - - 1380 1380 - 705 705 - Stage 2 - - - - 345 732 - 726 1380 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 877 - 525 - 57 50 409 95 52 637 Stage 1 - - - - 152 210 - 393 437 - Stage 2 - - - - 644 425 - 382 210 - Platoon blocked, % Mov Cap-1 Maneuver 877 - 525 - 53 48 409 89 50 637 Mov Cap-2 Maneuver - - - 53 48 - 89 50 - Stage 1 - - 146 202 389 432 - Stage 2 - 618 420 361 201 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.25 0.1 49.2 44.73 HCM LOS E E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity(veh/h) 93 877 525 89 637 HCM Lane V/C Ratio 0.129 0.041 - 0.011 0.338 0.028 HCM Ctrl Dly(s/v) 49.2 9.3 - 11.9 65.1 10.8 HCM Lane LOS E A - B - F B HCM 95th%tile Q(veh) 0.4 0.1 - 0 - 1.3 0.1 Scenario 8 Hidden Creek 9:47 am 01/23/2025 2040 AM With Project Synchro 11 Report RLA Page 6 Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08II/11/2025 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tT T 1� Traffic Volume(vph) 18 1026 109 102 1530 24 263 72 162 72 54 36 Future Volume(vph) 18 1026 109 102 1530 24 263 72 162 72 54 36 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 14 12 12 14 12 12 12 12 12 12 12 12 Storage Length(ft) 120 0 120 0 150 0 150 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.986 0.998 0.896 0.940 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1739 3214 0 1739 3253 0 1630 1537 0 1630 1613 0 Flt Permitted 0.094 0.179 0.699 0.533 Satd. Flow(perm) 172 3214 0 328 3253 0 1199 1537 0 914 1613 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 24 3 105 31 Link Speed(mph) 35 35 25 25 Link Distance(ft) 1395 458 1311 627 Travel Time(s) 27.2 8.9 35.8 17.1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 18 1026 109 102 1530 24 263 72 162 72 54 36 Shared Lane Traffic(%) Lane Group Flow(vph) 18 1135 0 102 1554 0 263 234 0 72 90 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 14 14 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.02 1.11 1.11 1.02 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Pagel Lanes, Volumes, Timings 5: 15th Ave & Oak Street 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 51.0 51.0 51.0 51.0 29.0 29.0 29.0 29.0 Total Split(%) 63.8% 63.8% 63.8% 63.8% 36.3% 36.3% 36.3% 36.3% Maximum Green(s) 46.5 46.5 46.5 46.5 24.5 24.5 24.5 24.5 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 0 0 Act Effct Green(s) 42.7 42.7 42.7 42.7 24.6 24.6 24.6 24.6 Actuated g/C Ratio 0.56 0.56 0.56 0.56 0.32 0.32 0.32 0.32 v/c Ratio 0.19 0.63 0.56 0.85 0.68 0.41 0.24 0.17 Control Delay(s/veh) 13.6 12.8 24.7 19.7 34.7 14.5 23.5 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 13.6 12.8 24.7 19.7 34.7 14.5 23.5 15.4 LOS B B C B C B C B Approach Delay(s/veh) 12.8 20.0 25.2 19.0 Approach LOS B C C B Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:76.4 Natural Cycle:60 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.85 Intersection Signal Delay(s/veh): 18.3 Intersection LOS: B Intersection Capacity Utilization 87.2% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 5: 15th Ave&Oak Street 1 02 04 06 � 08 Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Page 2 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08II/11/2025 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� T T T Traffic Volume(vph) 74 484 15 58 639 98 73 235 48 86 176 52 Future Volume(vph) 74 484 15 58 639 98 73 235 48 86 176 52 Ideal Flow(vphpl) 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 Lane Width(ft) 11 11 12 11 11 12 11 11 12 11 11 12 Storage Length(ft) 150 0 150 0 150 0 110 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length(ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.995 0.980 0.975 0.966 At Protected 0.950 0.950 0.950 0.950 Satd. Flow(prot) 1576 1650 0 1576 1625 0 1576 1617 0 1576 1602 0 Flt Permitted 0.136 0.362 0.527 0.437 Satd. Flow(perm) 226 1650 0 600 1625 0 874 1617 0 725 1602 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 3 15 14 21 Link Speed(mph) 30 30 25 25 Link Distance(ft) 1316 1391 817 1389 Travel Time(s) 29.9 31.6 22.3 37.9 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow(vph) 74 484 15 58 639 98 73 235 48 86 176 52 Shared Lane Traffic(%) Lane Group Flow(vph) 74 499 0 58 737 0 73 283 0 86 228 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 11 11 11 11 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 1.16 1.16 1.11 Turning Speed(mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Page 3 Lanes, Volumes, Timings 7: Durson Road & 15th Ave 08/11/2025 t 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 9.6 37.0 9.6 37.0 23.4 23.4 23.4 23.4 Total Split(%) 13.7% 52.9% 13.7% 52.9% 33.4% 33.4% 33.4% 33.4% Maximum Green(s) 5.1 32.5 5.1 32.5 18.9 18.9 18.9 18.9 Yellow Time(s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time(s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Act Effct Green(s) 36.5 33.6 35.6 31.7 19.0 19.0 19.0 19.0 Actuated g/C Ratio 0.54 0.50 0.53 0.47 0.28 0.28 0.28 0.28 v/c Ratio 0.33 0.60 0.15 0.95 0.30 0.61 0.42 0.49 Control Delay(s/veh) 10.1 16.9 6.9 42.6 24.4 27.4 28.9 23.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 10.1 16.9 6.9 42.6 24.4 27.4 28.9 23.5 LOS B B A D C C C C Approach Delay(s/veh) 16.0 40.0 26.8 25.0 Approach LOS B D C C Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:67.2 Natural Cycle:75 Control Type:Semi Act-Uncoord Maximum v/c Ratio:0.95 Intersection Signal Delay(s/veh):28.6 Intersection LOS: C Intersection Capacity Utilization 84.2% ICU Level of Service E Analysis Period(min) 15 Splits and Phases: 7: Durson Road&15th Ave 1 02 03 04 06 � 07 i 08 Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Page 4 HCM 7th TWSC 6: 15th Ave & Juniper 08/11/2025 Intersection Int Delay,s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 5 1 1 58 1 15 1 339 59 19 261 5 Future Vol,veh/h 5 1 1 58 1 15 1 339 59 19 261 5 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - - Veh in Median Storage,# - 0 - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 1 1 58 1 15 1 339 59 19 261 5 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 643 702 264 670 675 369 266 0 0 398 0 0 Stage 1 302 302 - 371 371 - - - - - - - Stage 2 342 400 - 300 304 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 386 363 775 371 376 677 1298 - 1161 Stage 1 708 665 - 650 620 - - - - - Stage 2 673 602 - 709 663 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 369 355 775 362 368 677 1298 - 1161 - Mov Cap-2 Maneuver 369 355 - 362 368 - - - - - Stage 1 694 652 - 649 619 - - - Stage 2 657 601 - 694 650 - - - Approach EB WB NB SB HCM Ctrl Dly,s/v 14.24 16.05 0.02 0.54 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity(veh/h) 4 397 400 120 HCM Lane V/C Ratio 0.001 - 0.018 0.185 0.016 HCM Ctrl Dly(s/v) 7.8 0 14.2 16 8.2 0 HCM Lane LOS A A B C A A - HCM 95th%tile Q(veh) 0 - 0.1 0.7 0 - Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Pagel HCM 7th TWSC 9: 12 Avenue & Oak Street 08/11/2025 Intersection Int Delay,s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations t'+ ) tt r* Traffic Vol,veh/h 1068 18 55 1506 0 47 Future Vol,veh/h 1068 18 55 1506 0 47 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1068 18 55 1506 0 47 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1086 0 543 Stage 1 - - - - - - Stage 2 - - Critical Hdwy 4.14 - 6.94 Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.22 3.32 Pot Cap-1 Maneuver 638 0 484 Stage 1 - 0 - Stage 2 - 0 - Platoon blocked, % Mov Cap-1 Maneuver 638 - 484 Mov Cap-2 Maneuver - - Stage 1 - - Stage 2 - - Approach EB WB NB HCM Ctrl Dly,s/v 0 0.39 13.24 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 484 - 638 HCM Lane V/C Ratio 0.097 - 0.086 HCM Ctrl Dly(s/v) 13.2 - 11.2 HCM Lane LOS B - B HCM 95th%tile Q(veh) 0.3 - 0.3 Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Page 2 HCM 7th TWSC 10: 11th Ave & Durson Road 08/11/2025 Intersection Int Delay,s/veh 5.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations T+ + r Traffic Vol,veh/h 502 116 116 626 144 223 Future Vol,veh/h 502 116 116 626 144 223 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 150 - 120 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 502 116 116 626 144 223 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 618 0 1418 560 Stage 1 - - - - 560 - Stage 2 - 858 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 962 151 528 Stage 1 - 572 - Stage 2 - 415 - Platoon blocked, % Mov Cap-1 Maneuver 962 —133 528 Mov Cap-2 Maneuver - 260 - Stage 1 - 572 Stage 2 - 365 Approach EB WB NB HCM Ctrl Dly,s/v 0 1.45 23.81 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 260 528 962 HCM Lane V/C Ratio 0.554 0.422 0.121 HCM Ctrl Dly(slv) 34.8 16.7 - 9.3 - HCM Lane LOS D C - A - HCM 95th%tile Q(veh) 3.1 2.1 - 0.4 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Page 3 HCM 7th TWSC 12: Hidden Creek & Juniper 08/11/2025 Intersection Int Delay,s/veh 2.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '+ +1 Y Traffic Vol,veh/h 34 43 19 48 25 11 Future Vol,veh/h 34 43 19 48 25 11 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 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 34 43 19 48 25 11 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 77 0 142 56 Stage 1 - - - - 56 - Stage 2 - 86 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1522 851 1011 Stage 1 - 967 - Stage 2 - 937 - Platoon blocked, % Mov Cap-1 Maneuver 1522 840 1011 Mov Cap-2 Maneuver - 840 - Stage 1 - 967 Stage 2 - 925 Approach EB WB NB HCM Ctrl Dly,s/v 0 2.1 9.23 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 886 - 510 HCM Lane V/C Ratio 0.041 - 0.012 HCM Ctrl Dly(slv) 9.2 - 7.4 0 HCM Lane LOS A - A A HCM 95th%tile Q(veh) 0.1 - 0 - Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Page 4 HCM 7th TWSC 17: 14th & Oak Street 08/11/2025 Intersection Int Delay,s/veh 22.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� Traffic Vol,veh/h 18 1398 26 36 1416 12 26 0 30 12 6 12 Future Vol,veh/h 18 1398 26 36 1416 12 26 0 30 12 6 12 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - Veh in Median Storage,# - 0 - - 0 0 0 Grade,% - 0 - 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 18 1398 26 36 1416 12 26 0 30 12 6 12 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1428 0 0 1424 0 0 2230 2947 712 2229 2954 714 Stage - - - - - - 1447 1447 - 1494 1494 - Stage 2 - - - - 783 1500 - 735 1460 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 472 - 474 - -24 14 375 24 14 374 Stage 1 - - - - 138 195 - 129 185 - Stage 2 - - - - 353 184 - 377 192 - Platoon blocked, % Mov Cap-1 Maneuver 472 - 474 - -11 13 375 19 13 374 Mov Cap-2 Maneuver - - - - 11 13 - 19 13 - Stage 1 - - 133 187 119 171 - Stage 2 - 305 170 334 185 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.16 0.33 $978.7 $431.33 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 24 472 474 27 HCM Lane V/C Ratio 2.38 0.038 0.076 1.125 HCM Ctrl Dly(s/v) $978.7 12.9 - 13.2 $431.3 HCM Lane LOS F B - B - F HCM 95th%tile Q(veh) 7 0.1 - 0.2 - 3.6 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Page 5 HCM 7th TWSC 20: 11th Ave & Oak Street 08/11/2025 Intersection Int Delay,s/veh 23 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) 0 ) ti� +T r Traffic Vol,veh/h 12 1385 1 12 1447 66 6 0 6 60 0 30 Future Vol,veh/h 12 1385 1 12 1447 66 6 0 6 60 0 30 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - None - None Storage Length 150 150 - - - - 0 Veh in Median Storage,# - 0 - - 0 0 0 - Grade,% - 0 - 0 0 0 - Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 1385 1 12 1447 66 6 0 6 60 0 30 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1513 0 0 1386 0 0 2157 2947 693 2221 2914 757 Stage - - - - - - 1410 1410 - 1504 1504 - Stage 2 - - - - 748 1537 - 717 1410 - Critical Hdwy 4.14 - 4.14 - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 2.22 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 438 - 490 - 27 14 386 -24 15 350 Stage 1 - - - - 146 203 - 127 183 - Stage 2 - - - - 371 176 - 387 203 - Platoon blocked, % Mov Cap-1 Maneuver 438 - 490 - 23 14 386 -22 14 350 Mov Cap-2 Maneuver - - - - 23 14 - -22 14 - Stage 1 - - 142 198 124 178 - Stage 2 - - 331 172 371 198 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.12 0.1 115.57 $755.77 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity(veh/h) 44 438 490 22 350 HCM Lane V/C Ratio 0.274 0.027 - 0.024 2.682 0.086 HCM Ctrl Dly(s/v) 115.6 13.5 - 12.5 - $1125.5 16.2 HCM Lane LOS F B - B - - F C HCM 95th%tile Q(veh) 0.9 0.1 - 0.1 - 7.6 0.3 Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Scenario 9 Hidden Creek 9:48 am 01/23/2025 2040 PM With Project Synchro 11 Report RLA Page 6