DICKINSON STREET over WV 61: KANAWHA R: CSX (Route: 0)
Num:00000000020A901x
Open: no restriction [A]
Built: 1936, Reconstructed: 1990
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Truss - Thru [10]
Approach Span(s): Steel [3] Truss - Deck [09]
Deck: Closed Grating [4] with Wearing Surface: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 349.4 m = 1146.4 ft
Main Spans: 1 at 128 m = 420.0 ft
Approach Spans: 8
Skew: 0
Width, Roadway: 11.8 m = 38.7 ft (4 Lanes) and Out-To-Out: 12.6 m = 41.3 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 4.65 m = 15.3 ft and Navigational Clearance: 21 m = 68.9 ft

Location
Charleston [14600]: Kanawha County [039], West Virginia [54]
Owned by City or Municipal Highway Agency [04], DOT District: 1
0.27 MI S OF US 60

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Poor [4]
Loading
Design: M 18 / H 20 [4]
Operating: 29.9 metric ton = 32.9 tons (Allowable Stress(AS) [2])
Inventory: 20 metric ton = 22.0 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: March 1999 [399] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 13192 (2019) and Trucks: 2%
Future ADT: 15554 (In 2039 )

CITY STREET N02/80 over AMTRAK STATION PLATFORM (Route: 0)
Num:00000000020A927x
Open: no restriction [A]
Built: 1999, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 109.1 m = 358.0 ft
Main Spans: 5 at 14.8 m = 48.6 ft
Approach Spans: 3
Skew: 3
Width, Roadway: 6.1 m = 20.0 ft (2 Lanes) and Out-To-Out: 8.7 m = 28.5 ft for a 6.1 m = 20.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Charleston [14600]: Kanawha County [039], West Virginia [54]
Owned by City or Municipal Highway Agency [04], DOT District: 1
0.40 MIL S OF WV 61

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 56.2 metric ton = 61.8 tons (Load Factor(LF) [1])
Inventory: 33.6 metric ton = 37.0 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: March 1999 [399] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 10000 (2015) and Trucks: 8%
Future ADT: 14400 (In 2038 )