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Nearby Bridges in NBI 2021: 5


Park Avenue over NS Railway (Route: 0)
Num:20489x
Open: no restriction [A]
Built: 1932, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 9.1 m = 29.9 ft
Main Spans: 1 at 9.1 m = 29.9 ft
Approach Spans: 0
Skew: 30
Width, Roadway: 10.1 m = 33.1 ft (3 Lanes) and Out-To-Out: 16.5 m = 54.1 ft for a 13.1 m = 43.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Birchwood-Gardens [07600]: Lynchburg city [680], Virginia [51]
Owned by Railroad [27], DOT District: 3
0000FORT AVE 0010BUCHANAN
Condition
Deck: Satisfactory [6]
Superstructure: Not Applicable [N]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 89.8 metric ton = 98.8 tons ()
Inventory: 89.8 metric ton = 98.8 tons (Allowable Stress(AS) [2])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 1999 [799] and Frequency: 24
Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 5498 (2018) and Trucks: 3%
Future ADT: 5800 (In 2040 )
12th Street over NS Railway (Route: 221)
Num:20555x
Open: no restriction [A]
Built: 1932, 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): Concrete [1] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 10.2 m = 33.5 ft
Main Spans: 1 at 10.2 m = 33.5 ft
Approach Spans: 0
Skew: 7
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 16 m = 52.5 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Birchwood-Gardens [07600]: Lynchburg city [680], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 3
.12 501 / 1.22 NCL LYNC
Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 25.4 metric ton = 27.9 tons ()
Inventory: 14.5 metric ton = 16.0 tons ()
Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 1999 [599] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 7193 (2018) and Trucks: 5%
Future ADT: 9500 (In 2040 )
5th Street over NS Railroad (Route: 29)
Num:20538x
Open: no restriction [A]
Built: 1982, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 142.3 m = 466.9 ft
Main Spans: 3 at 51.8 m = 170.0 ft
Approach Spans: 0
Skew: 27
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 12.2 m = 40.0 ft for a 8.5 m = 27.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Birchwood-Gardens [07600]: Lynchburg city [680], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 3
.03-Chambers/.07-Filmore
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 73.5 metric ton = 80.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 56.2 metric ton = 61.8 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: January 2020 [0120] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 12000 (2018) and Trucks: 2%
Future ADT: 14500 (In 2040 )
Route 0029 over Garfield Avenue & NS Rwy (Route: 29)
Num:20531x
Open: no restriction [A]
Built: 1959, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Epoxy Overlay [5]
Bridge Dimensions
Length: 45.3 m = 148.6 ft
Main Spans: 3 at 22.6 m = 74.2 ft
Approach Spans: 0
Skew: 5
Width, Roadway: 21.1 m = 69.2 ft (4 Lanes) and Out-To-Out: 22.9 m = 75.1 ft for a 21.1 m = 69.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Birchwood-Gardens [07600]: Lynchburg city [680], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 3
.03-Carroll/.10-15th St.
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 63.5 metric ton = 69.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 49 metric ton = 53.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: March 1999 [399] and Frequency: 24
Future Work
Work Needed: Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 42082 (2018) and Trucks: 3%
Future ADT: 45000 (In 2036 )
Campbell Avenue over Lynchburg Expressway (Route: 0)
Num:20490x
Open: no restriction [A]
Built: 1959, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 23.1 m = 75.8 ft
Main Spans: 1 at 23.1 m = 75.8 ft
Approach Spans: 0
Skew: 23
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 13.6 m = 44.6 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Birchwood-Gardens [07600]: Lynchburg city [680], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 3
.33 12TH ST/.13 1128
Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Good [7]
Loading
Design: MS 13.5 / HS 15 [3]
Operating: 40.8 metric ton = 44.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 30.8 metric ton = 33.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 9109 (2018) and Trucks: 1%
Future ADT: 10734 (In 2035 )

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S  - Dismantled and/or in storage. L -  Severe loss of historic integrity due to alteration.

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