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2017-01-24_PWETCPacket
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2017-01-24_PWETCPacket
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Commission/Authority Name
Public Works Commission
Commission/Committee - Document Type
Agenda/Packet
Commission/Committee - Meeting Date
1/24/2017
Commission/Committee - Meeting Type
Regular
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Roadway <br />Fairview Ave.CSAH49 <br />From <br />Coun RoadB <br />TO <br />TH36 <br />Volunce/Caparearty <br />TrafficVolume <br />Lower <br />0.43 <br />(V/0 <br />Rainge' <br />Upper <br />onl lcount <br />Existing <br />BXCaladl��tfl <br />Range of LOS (2006) <br />Ca adFairview <br />Ave. CSAH48 <br />TH36 <br />Coun RoadB2 <br />0.96 <br />onl lcount <br />Dhin <br />Ca actCount <br />RoadB <br />TH290 <br />Cleveland Ave. CSAH46 <br />0.16 <br />onl lcount <br />ACa <br />a4Count <br />RoadB2 <br />Snellln Ave TH51 <br />HamllneAve CSAH50 <br />032 <br />onl lcount <br />AG <br />adCoun <br />RoadB2 <br />HamllneAve. CSAH50 <br />Lexln ton Ava CSAH51 <br />036 <br />onl lcount <br />AG <br />adCoun <br />RoadB2 <br />Lexln ton Ava CSAH51 <br />Vlctorla S[ CSAH52 <br />036 <br />onl lcount <br />AG <br />adCoun <br />RoadB2 <br />Vlctorla St CSAH52 <br />Dale S[ CSAHS3 <br />026 <br />onl lcount <br />AG <br />adCoun <br />RoadB2 <br />Dale S[ CSAHS3 <br />Western Ave. <br />026 <br />onl lcount <br />AG <br />adCoun <br />RoadB2 <br />Western Ave. <br />RiceS[ CSAH49 <br />0.16 <br />onl lcount <br />AwG <br />adCoun <br />RoadC <br />West0 llml6 <br />Cleveland Ava CSAH46 <br />036 <br />onl lcount <br />AwCa <br />actCoun <br />RoadD <br />Cleveland Ava CSAH46 <br />Fairview Ave. CSAH48 <br />0.45 <br />onl lcount <br />BwCa <br />ad <br />Cleveland Ave dCSAH46 <br />County Road B2 <br />County Road <br />031 <br />0.40 <br />Atoll(Below <br />Ca act <br />Fal vi ew Ave dCSAH48 <br />Rosel awn Ave. <br />Cost Fry Road <br />0.42 <br />only lcount <br />B(Below <br />Capacity) <br />Fairview Ave dCSAH48 <br />County Road B2 <br />Count RoadC <br />037 <br />0.46 <br />Atoll(Below <br />Ca act <br />Far vii ew Ave dCSAH48 <br />County Road <br />County Road <br />026 <br />052 <br />Atoll <br />(Below Ca Carl <br />Ham llneAve dCSAH50 <br />False Fred r Ave CSAH30 <br />Cost Fry Road B <br />031 <br />only l count <br />A <br />BelowG act <br />HamllneAve CSAH50 <br />County Road <br />County Road <br />035 <br />only lcount <br />A(Below <br />Capacity) <br />HamllneAve CSAH50 <br />County Road <br />North City limits <br />0.16 <br />033 <br />A(Below <br />Capacity) <br />Victoria S[CSAH52 <br />County Road <br />County Road B2 <br />0.13 <br />025 <br />A <br />(Below Capacity) <br />Victoria S[CSAH52 <br />County Road B2 <br />County Road <br />0.15 <br />030 <br />A <br />(Below Capacity) <br />Victoria St CSAH52 <br />County Road <br />North City limits <br />039 <br />039 <br />A(Below <br />Capacity) <br />Dale St CSAR <br />Lamented dCSAH30 <br />Cou Fry Road <br />033 <br />only 1 count <br />A(Below <br />Capacity) <br />Dale St CSAH 53 <br />County Road <br />I County Road B2 <br />1 038 1 <br />only lcount <br />A <br />(Below Capacity) <br />Dale St CSAH 53 <br />County Road B2 <br />I County Road <br />1 038 1 <br />only lcount <br />A <br />(Below Capacity) <br />"When the roadway segment has more than one count location, the WC is provided for both volumes <br />(low and high). <br />SOURCE: Mn/DOT and WSB&Associates, Inc <br />B Minor Arterials <br />- <br />Existing (2006) <br />Capacity Analysis <br />Table 5.13 <br />Roadway <br />Roselawn Ave . <br />From <br />West Ci ty ltmlG <br />TO <br />Snellln Ave. TH51 <br />Volume/Capacity <br />TrafficVolume <br />Lower <br />029 <br />(V/C) <br />Rainge' <br />Upper <br />only lcount <br />Existing <br />A <br />Range of LOS (2006) <br />BelowG adt <br />RoselawnAva <br />Snellln Ave(TH51) <br />HamllneAve CSAH50 <br />032 <br />only lcount <br />A <br />BelowG act <br />RoselawnAve. <br />HamllneAve CSAH50 <br />Lexln tonAve CSAH51 <br />026 <br />only lcount <br />A(Below <br />G act <br />RoselawnAva <br />Lexln tonAve CSAH51 <br />VlctorlaSt CSAH52 <br />0.19 <br />only lcount <br />A(Below <br />Cascade) <br />RoselawnAve. <br />Dales[ CSAH53 <br />McCarron Blvd. <br />0.10 <br />only lcount <br />A(Below <br />Cascade) <br />Victoria St CSAH52 <br />Roselawn Ave. <br />County Road <br />029 <br />only lcount <br />A(Below <br />Cascade) <br />Lydia stew <br />Fairview Ave. CSAH48 <br />Snellln Ave(TH51) <br />033 <br />0.76 <br />ABOC <br />BelowG act <br />LdlaAveW <br />Snellln Ave (TH51) <br />HamllneAve CSAH50 <br />020 <br />only lcount <br />A(Below <br />Capacity) <br />Josephine Road <br />HamllneAve CSAH50 <br />Lexln ton Ava CSAH51 <br />023 <br />only 1 count <br />A(Below <br />Capacity) <br />DaleSt <br />ountyRoadC <br />SOwasso BNd. <br />025 <br />one lcount <br />A <br />BelowCa ad <br />SOwasso Blvd. <br />DaleSt CSAH53 <br />SOwasso Blvd . <br />0.17 <br />only lcount <br />A <br />BelowCa ad <br />SOwasso Blvd. <br />Western AveN <br />I Rice St CSAH 49 <br />024 1 <br />only lcount I <br />A <br />(Below Capacity) <br />Western Ave N <br />I Cost Fry Road <br />I SOwasso Blvd . <br />0.12 1 <br />0.15 1 <br />A <br />BelowCa ad <br />*When the roadway segment has more than one count location, the WCls provided for bothvoiumes (low and high). <br />SOURCE: Mn/DOT and WSB & Assodates, Inc <br />Collector Roadways <br />- <br />Existing (2006) <br />Capacity Analysis <br />Table 5.14 <br />5-16 1 Transportation <br />Adopted: October 26, 2009 <br />8 MinorArterials <br />Table 5.13 lists the estimated LOS for all B minor <br />arterials in Roseville. All of the B minor arterials are <br />estimated to operate under capacity. Fairview Avenue <br />N between TH 36 and County Road B2 is approaching <br />capacity <br />Collector Roadways <br />Table 5.14 lists the estimated LOS for all collector <br />roadways within Roseville. <br />Crash Information <br />The locations and frequencies of crashes during this <br />time frame for Roseville are depicted in Figure 5.7 <br />(Crashes 2002-2006), using data obtained from <br />Mri However, it is often more useful to consider <br />crash rates, which account for the number of vehicles <br />passing through a certain segment or intersection. <br />Figure 5.8 (Crash Rates 2002-2006) displays the crash <br />rates for each major roadway segment and each major <br />roadway intersection. Segment -based crash rates are <br />displayed as the number of crashes per million vehicle <br />Roadway Type Average <br />Segment Crash <br />Rate <br />_ <br />1 <br />11 < ' <br />111 < ' <br />8,000 <br />3.3 <br />SOURCE MnDOT <br />Average Crash Rates for Urban Roadways <br />in Metro District <br />Table 5.15 <br />City of Roseville <br />
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