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31
<br /> vilb
<br /> Figure 6: Historic Traffic Volume Trends by Study Segment
<br /> 15,000 -
<br /> 14,000 -
<br /> E
<br /> 13,000 - -
<br /> D
<br /> 12,000
<br /> 11,000 _...... .. - C
<br /> A
<br /> 10,000 - - - - - --:.
<br /> ,000 -
<br /> - - -
<br /> ..............
<br /> . ....... .. .
<br /> Q 8,005 � .... -- -
<br /> v .................. ..
<br /> r 7,000
<br /> w
<br /> 6,oaa
<br /> .......... _................................................... ........... _.._... - F
<br /> 5,000 ..,.......................... ....................... - ........ . ,......,....
<br /> 4,000
<br /> 3,000
<br /> 2,000 - -
<br /> 1,000
<br /> 0
<br /> 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022
<br /> A 7,800 7,900 7,900 7,800 7,600 8,200 8,800 8,900 9,400 7,700 8,800 10,500
<br /> -B 4,700 5,200 4,600 4,500 4,400 5,200 5,200 5,400 51600 4,800 4,900 5,800
<br /> --C 8,600 9,500 7,900 6,900 8,800 10,400 8,800 10,500 10,000 8,600 9,200 11,100
<br /> D 10,800 11,700 10,400 10,400 10,400 12,700 11,000 12,800 13,600 11,300 10,600 12,500
<br /> -1 9,100 9,000 8,500 8,300 8,100 9,800 10,500 11,900 12,200 10,000 11,900 13,600
<br /> -f 6,100 5,800 5,300 5,700 5,100 6,100 6,500 6,200 6,600 5,400 5,200 .5,900
<br /> 29 US 70 Multimodal Corridor Study Existing Conditions Report
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