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Table VI -2 Existing and .i uture i rattle v ululu CS
<br />Location of Count
<br />Existing
<br />Count
<br />2020
<br />Count
<br />with
<br />future
<br />Bridge
<br />2020 Count
<br />without future
<br />Bridges
<br />Cty 83 s/o Cty 22
<br />4,200
<br />10,000
<br />( 10
<br />Cty 83 n/o 153
<br />4,800
<br />17,400
<br />..,%8 700°
<br />Cty 63 w/o Cty 5.
<br />1,000
<br />5,200
<br />_ 3 ,"`
<br />Cty 63 e/o Cty 5
<br />2,000
<br />10,100.
<br />-
<br />_- ,600
<br />Cty 27 e/o TH 47
<br />1,900
<br />3,8(1
<br />= 3,800
<br />TH 47 n/o Cty 27
<br />6,900
<br />- 15,100
<br />---
<br />.0
<br />TH 47 n/o Cty 5
<br />14,80
<br />14,00 ;
<br />14,800
<br />TH 47 n/o Cty 116
<br />22,200
<br />-
<br />22 PD0
<br />23,500
<br />Cty 5 n/o 167
<br />_ 5,900_
<br />x,100
<br />10,900
<br />Cty 5 e/o Cty 5
<br />ty ty
<br />_ =0
<br />3
<br />12,000
<br />12,100
<br />Cty 5 s/o 153
<br />= 5,2
<br />11,600
<br />12,400
<br />15,200
<br />16,300
<br />Cty 56 n/o 149
<br />0
<br />Cty 56 Sunwoos -
<br />= 6,400
<br />23,400
<br />18,500
<br />n/o
<br />Cty 57 n/o53`d _
<br />1,900
<br />4
<br />4,600
<br />Cty 57 n/o U - =
<br />9,100
<br />18,700
<br />22,200
<br />c
<br />Cty 116 eT&.Cty 5V
<br />2,900
<br />22,900
<br />22,100
<br />Cty MtkLEty 57
<br />8,100
<br />24,600
<br />23,600
<br />36,000
<br />43,200
<br />44,800
<br />w/o Cty 83
<br />US 10o Cty 83
<br />39,000
<br />40,400
<br />47,700
<br />NA
<br />23,700
<br />NA
<br />FuTe Bridge*
<br />The resultant 2030 average annual daily traffic forecasts (AADT) developed for principal
<br />arterials, minor arterials, and collectors in Ramsey are shown in Table VI -2.
<br />2008 Comprehensive Plan
<br />* Traffic forecasts for bridge crossing are based on Anoka County's preferred bridge
<br />alignment
<br />Source: Anoka County 2030 Transportation plan model adjusted to account for updated city
<br />land uses by Iteris, Inc.
<br />4. Adequacy of Roadway System in Year 2030
<br />To determine whether the arterials of the 2030 roadway system will adequately
<br />accommodate the traffic volumes forecast for 2030, a comparison between the
<br />forecast AADT and the capacity provided by each facility has been made. The daily
<br />capacity calculations were generated by applying Mn/DOT recorded 2007 traffic
<br />volumes and 2030 modeled traffic volumes to roadway thresholds generally accepted
<br />2008 Ramsey Comprehensive Plan Page VI -15
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