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2045 Projected Maximum Peak Hour Volume to Capacity (v/c) Ratios by Study Area Segment –Main Road Corridor Segment C
12/22/2020
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Main Road Corridor Segment C
2045 Projected Maximum Peak Hour Volume to
Capacity (v/c) Ratio by Study Area Segment
LEGENDNot Congested V/C = 0.0 – 0.8Approaching Congestion V/C = 0.8 – 1.0Congested V/C = 1.0 – 1.2Severely Congested V/C = 1.2+
NOT TO SCALE
*Two‐way traffic volumes projected based on year 2040 CHATS Travel Demand Model data12/22/2020
No Build Alternative
DRAF
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LEGENDNot Congested V/C = 0.0 – 0.8Approaching Congestion V/C = 0.8 – 1.0Congested V/C = 1.0 – 1.2Severely Congested V/C = 1.2+
NOT TO SCALE
Main Road Corridor Segment C
2045 Projected Maximum Peak Hour Volume to
Capacity (v/c) Ratio by Study Area Segment
Alternative 1 ‐ Bohicket Road Widening
12/22/2020*Two‐way traffic volumes projected based on year 2040 CHATS Travel Demand Model data
DRAF
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LEGENDNot Congested V/C = 0.0 – 0.8Approaching Congestion V/C = 0.8 – 1.0Congested V/C = 1.0 – 1.2Severely Congested V/C = 1.2+
NOT TO SCALE
Main Road Corridor Segment C
2045 Projected Maximum Peak Hour Volume to
Capacity (v/c) Ratio by Study Area Segment
Alternative 2 ‐ River Road Widening
12/22/2020*Two‐way traffic volumes projected based on year 2040 CHATS Travel Demand Model data
DRAF
T
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LEGENDNot Congested V/C = 0.0 – 0.8Approaching Congestion V/C = 0.8 – 1.0Congested V/C = 1.0 – 1.2Severely Congested V/C = 1.2+
NOT TO SCALE
Main Road Corridor Segment C
2045 Projected Maximum Peak Hour Volume to
Capacity (v/c) Ratio by Study Area Segment
Alternative 3 ‐ New Road Location
12/22/2020*Two‐way traffic volumes projected based on year 2040 CHATS Travel Demand Model data
DRAF
T
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LEGENDNot Congested V/C = 0.0 – 0.8Approaching Congestion V/C = 0.8 – 1.0Congested V/C = 1.0 – 1.2Severely Congested V/C = 1.2+
NOT TO SCALE
Main Road Corridor Segment C
2045 Projected Maximum Peak Hour Volume to
Capacity (v/c) Ratio by Study Area Segment
Alternative 4 ‐ Partial Bohicket Road Widening and
New Road Location
12/22/2020*Two‐way traffic volumes projected based on year 2040 CHATS Travel Demand Model data
DRAF
T
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LEGENDNot Congested V/C = 0.0 – 0.8Approaching Congestion V/C = 0.8 – 1.0Congested V/C = 1.0 – 1.2Severely Congested V/C = 1.2+
NOT TO SCALE
Main Road Corridor Segment C
2045 Projected Maximum Peak Hour Volume to
Capacity (v/c) Ratio by Study Area Segment
12/22/2020*Two‐way traffic volumes projected based on year 2040 CHATS Travel Demand Model data
Alternative 5 ‐ Partial River Road, Plow Ground Road, Bohicket Road Widening DR
AFT
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LEGEND
River Road Segment C Crash Review Study Area
Main Road/Bohicket Road Segment C Crash Review Study Area
12/2
2/20
20
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Plow Ground Rd
NOT TO SCALE
LEGEND
Higher Density
Lower Density
Main Road Corridor Segment CMain Road/Bohicket Road
Segment C Crash Data Heat Map
Crash data source: South Carolina Department of Public SafetyData range: April 2014 – November 2017 (partial month)
12/22/2020
DRAFT
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Mai
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oad
Cor
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Seg
men
t CR
iver
Roa
d Se
gmen
t C
Cra
sh D
ata
Hea
t Map
LEGEND
Higher Density
Lower DensityCrash data source: South Carolina Department of Public Safety
Data range: January 2015 – November 2019
12/2
2/20
20
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201222 Max VC presentation for alts