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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 />Snelling Ave(TH51) <br />Snellin Ave.(TH51) <br />Snellin Ave.(TH51) <br />Snelling Ave (TH 51) <br />From <br />RwelawnAve. <br />CounIR0a6B <br />TH36 <br />County Road B2 <br />D. <br />Volumes <br />2030 <br />50,000 <br />55,000 <br />55,000 <br />46,000 <br />Vol ume/Capacity <br />TrafficVolumne <br />Lower <br />1.19 <br />138 <br />131 <br />1.10 <br />(V/Q <br />Range- <br />Upper <br />only lcount <br />—only lcount <br />only lcount <br />only Icount <br />Existing <br />Range of <br />Roadway <br />From <br />TO Volumes <br />47,000 <br />TrafficVolume <br />Rarl <br />LOS(2006) <br />(At Capacity) <br />Lexington Ave (CSAH 51) <br />lar enteurAve(CSAH30) <br />County Road <br />2030 <br />Lower <br />Upper <br />BtoC <br />(Below Capacity) <br />1-35W <br />WestCit Limits <br />In Zhu <br />120,000 <br />1.14 <br />only lcount <br />E <br />(At Ca ad ) <br />1-35W <br />TH 280 <br />Cleveland Ave.(CSAH 46) <br />168,000 <br />1.20 <br />only lcount <br />E <br />(AtCa ad ) <br />Lexin tonAVe(CSAH51) <br />Count RoadC <br />North CII Limits <br />17,000 <br />0.63 <br />only lcount <br />C <br />(Approaching <br />1-35W <br />TH 36 <br />County Road C <br />128,000 <br />0.91 <br />only 1 count <br />D <br />(BelowCaad ) <br />Lar enteurAVe OSAH30) <br />LexlnronAVe OSAH51) <br />Dale ST KSAH 53) <br />26,000 <br />072 <br />onl lcount <br />C <br />capacity) <br />1-35W <br />County Road <br />County Road <br />125,000 <br />1.19 <br />only lcount <br />E <br />(AtCa ad ) <br />TH 280 <br />South City Limits <br />1-35W <br />48,000 <br />1.14 <br />only lcount <br />E <br />(AtCa ad ) <br />TH36 <br />1-35W <br />Fairview Ave.(CSAH 48) <br />101,000 <br />1.44 <br />only lcount <br />F <br />(Over Ca ad ) <br />TH36 <br />Fairview Ave.(CSAH 48) <br />Snellin Ave. (TH 51) <br />96,000 <br />1.37 <br />onl lcount <br />F <br />(Over, Ca ad ) <br />TH36 <br />SnellingAve. (TH 51) <br />Lexington Ave.(CSAH51) <br />97,000 <br />1.39 <br />onl 1count <br />F <br />(OverCa ad ) <br />TH36 <br />Lexin ton Ave. (CSAR 51) <br />Dale St (CSAR 53) <br />97,000 <br />1.39 <br />onlylcount <br />F <br />(Over Ca ad ) <br />TH36 <br />Dale St(CSAd 53) <br />Rice St.(CSAH 49) <br />95,000 1 <br />1.36 1 <br />only lcount <br />F <br />(Over Ca ad ) <br />"When the <br />roadway segment has more than one count location, the WC is <br />provided for both volumes gow and high). <br />SOURCE: WOOL and WSB&Associates, Inc <br />Projected <br />2030 <br />LOS - Principal <br />Arterials <br />Table 5.20 <br />Roadway <br />Snelling Ave(TH51) <br />Snellin Ave.(TH51) <br />Snellin Ave.(TH51) <br />Snelling Ave (TH 51) <br />From <br />RwelawnAve. <br />CounIR0a6B <br />TH36 <br />County Road B2 <br />Dailynaffic <br />TO <br />County Road <br />TH36 <br />County Road B2 <br />County Road <br />Volumes <br />2030 <br />50,000 <br />55,000 <br />55,000 <br />46,000 <br />Vol ume/Capacity <br />TrafficVolumne <br />Lower <br />1.19 <br />138 <br />131 <br />1.10 <br />(V/Q <br />Range- <br />Upper <br />only lcount <br />—only lcount <br />only lcount <br />only Icount <br />Existing <br />E <br />F <br />F <br />E <br />Range of LOS <br />(2006) <br />(AtCapad ) <br />(Overcapacity) <br />(Over Capacity) <br />(At Capacity) <br />Snelling Ave .(TH 51) <br />County Road <br />North City Limits <br />47,000 <br />1.12 <br />only lcount <br />E <br />(At Capacity) <br />Lexington Ave (CSAH 51) <br />lar enteurAve(CSAH30) <br />County Road <br />20,000 <br />056 <br />0.74 <br />BtoC <br />(Below Capacity) <br />Lexington Ave(CSAH 51) <br />County Road B <br />County Road B2 <br />19,000 <br />0.70 <br />only lcount <br />C <br />(Below Capacity) <br />LexlntonAVe(CSAH51) <br />Count Roatl B2 <br />County Road <br />15,000 <br />0.67 <br />only lcount <br />C <br />(Below Capacity) <br />Lexin tonAVe(CSAH51) <br />Count RoadC <br />North CII Limits <br />17,000 <br />0.63 <br />only lcount <br />C <br />(Below Capacity) <br />LarenteurAVe OSAH30) <br />HamllneAVe(CSAHS O) <br />Le' ton Ave OSAH51) <br />25,000 <br />069 <br />onl count <br />C <br />(BelowCaad ) <br />Lar enteurAVe OSAH30) <br />LexlnronAVe OSAH51) <br />Dale ST KSAH 53) <br />26,000 <br />072 <br />onl lcount <br />C <br />(Below Capacity) <br />Lar enteurAve. (CSAH30) <br />Dale St (CSAHS3) <br />Rlce St (CSAR 49) <br />19,000 <br />OS3 <br />onl lcount <br />B <br />(BelowG ad ) <br />CountyRoad <br />West City Limits <br />New Brighton BNtl. (CSAR SS) <br />18,000 <br />050 <br />onl lcount <br />B <br />(Below Capacity) <br />County Road <br />New Brighton Blvd (CSAHSS) <br />135W 1 <br />29,000 <br />0.79 <br />only lcount <br />C <br />(Below Capacity) <br />SOURCE. MnADOT and WSB& Associates, Inc. <br />*elrhe madw,,,menthasmorethan ane comtlocation,rhe VICkprovided for borh volumes (lowmdhigh). <br />Projected • • LOS <br />Table 5.21 <br />2030 Comprehensive Plan <br />Adopted: October 26, 2009 <br />population and employment estimates to the TAZs <br />within Roseville. Table 5.19 lists the year 2000 and <br />projected 2030 population and employment estimates <br />for Roseville. In every TAZ, the population and/or <br />employment are expected to increase. It should be noted <br />that land -use changes proposed in the Twin Lakes <br />redevelopment area are not included in the population <br />or employment estimates. <br />2030 Conditions and Deficiencies <br />The analysis of 2030 traffic conditions assumes no new <br />roadways are constructed, and no roadways are expanded <br />to increase capacity. Using the Metropolitan Council <br />Travel Demand Model, forecast 2030 traffic volumes <br />were developed for the future roadway system as <br />depicted in Figure 5.13 (Projected (2030) Daily Traffic <br />Volumes). These forecast volumes were then compared <br />with the roadway capacity to determine the LOS. The <br />roadway segments LOS is presented in Figure 5.14 <br />(Projected (2030) Roadway Level of Service). <br />Principal Arterials <br />The analysis of 2030 congestion conditions determined <br />that all of the roadways within Roseville are projected <br />to experience an increase in congestion. All but one of <br />the principal arterial roadway segments are projected <br />to operate either at or above capacity. All of TH 36 <br />is projected to experience over -capacity conditions. <br />The results of the traffic projections are listed in Table <br />5.20. <br />A Minor (Reliever) Arterials <br />The analysis of 2030 congestion conditions determined <br />that Snelling Avenue will experience over -capacity <br />conditions and will operate at LOS F between County <br />Transportation I 5-33 <br />
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