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Nearby Bridges in NBI 2021: 9


ROUTE 0581 over KIMBALL AVENUE (Route: 581)
Num:21752x
Open: no restriction [A]
Built: 1968, 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): 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: 42 m = 137.8 ft
Main Spans: 3 at 17.7 m = 58.1 ft
Approach Spans: 0
Skew: 8
Width, Roadway: 30.5 m = 100.1 ft (6 Lanes) and Out-To-Out: 31.7 m = 104.0 ft for a 33.5 m = 109.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Browns Store [10450]: Roanoke city [770], Virginia [51]
Owned by State Highway Agency [01], DOT District: 2
0.07-RT11; 0.58-RT24
Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 62.6 metric ton = 68.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 48.1 metric ton = 52.9 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: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 64794 (2018) and Trucks: 7%
Future ADT: 130000 (In 2037 )
NBL ROUTE 0581 over NS RWY;SHEN & CAMPBL AVE (Route: 581)
Num:21756x
Open: no restriction [A]
Built: 1968, Reconstructed: 1988
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): 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: 343.9 m = 1128.3 ft
Main Spans: 16 at 25.3 m = 83.0 ft
Approach Spans: 0
Skew: 10
Width, Roadway: 13.1 m = 43.0 ft (3 Lanes) and Out-To-Out: 14.5 m = 47.6 ft for a 14.3 m = 46.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Browns Store [10450]: Roanoke city [770], Virginia [51]
Owned by State Highway Agency [01], DOT District: 2
0.26-RT11; 0.41-RT24
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 36.3 metric ton = 39.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 27.2 metric ton = 29.9 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: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 32607 (2018) and Trucks: 7%
Future ADT: 75000 (In 2037 )
Williamson Road over NS RWY & NORFOLK AVE (Route: 11)
Num:21665x
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): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Epoxy Overlay [5]
Bridge Dimensions
Length: 133.1 m = 436.7 ft
Main Spans: 5 at 25.2 m = 82.7 ft
Approach Spans: 1
Skew: 0
Width, Roadway: 20.1 m = 65.9 ft (4 Lanes) and Out-To-Out: 24 m = 78.7 ft for a 20.1 m = 65.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Browns Store [10450]: Roanoke city [770], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 2
0024581 0023221
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 41.7 metric ton = 45.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 31.8 metric ton = 35.0 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 2020 [1020] and Frequency: 24
Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 23000 (2019) and Trucks: 1%
Future ADT: 46000 (In 2039 )
SBL ROUTE 0581 over NS RWY;SHEN & CAMPBL AVE (Route: 581)
Num:21754x
Open: no restriction [A]
Built: 1968, Reconstructed: 1988
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): 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: 343.9 m = 1128.3 ft
Main Spans: 18 at 25.3 m = 83.0 ft
Approach Spans: 0
Skew: 10
Width, Roadway: 13.1 m = 43.0 ft (3 Lanes) and Out-To-Out: 13.9 m = 45.6 ft for a 14.3 m = 46.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Browns Store [10450]: Roanoke city [770], Virginia [51]
Owned by State Highway Agency [01], DOT District: 2
0.26-RT11 & 0.41-RT24
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 35.4 metric ton = 38.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 27.2 metric ton = 29.9 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: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 1999 [499] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 32187 (2018) and Trucks: 7%
Future ADT: 75000 (In 2037 )
Route 581 over Routes 11; 116 & 221 (Route: 581)
Num:21746x
Open: no restriction [A]
Built: 1968, Reconstructed: 1988
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 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: 98.8 m = 324.2 ft
Main Spans: 5 at 27.1 m = 88.9 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 29.9 m = 98.1 ft (7 Lanes) and Out-To-Out: 32 m = 105.0 ft for a 15.8 m = 51.8 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Browns Store [10450]: Roanoke city [770], Virginia [51]
Owned by State Highway Agency [01], DOT District: 2
0.42-Rt 460 & 1.15-Rt 24
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 55.3 metric ton = 60.8 tons (Load Factor(LF) [1])
Inventory: 32.7 metric ton = 36.0 tons (Load Factor(LF) [1])
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: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: December 2020 [1220] and Frequency: 12
Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 74000 (2019) and Trucks: 7%
Future ADT: 148000 (In 2039 )
ROUTE 0581 over TAZEWELL AVENUE (Route: 581)
Num:21750x
Open: no restriction [A]
Built: 1968, Reconstructed: 1988
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 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 - Single or Spread [06]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 41.8 m = 137.1 ft
Main Spans: 1 at 21.6 m = 70.9 ft
Approach Spans: 2
Skew: 25
Width, Roadway: 34.1 m = 111.9 ft (7 Lanes) and Out-To-Out: 35.6 m = 116.8 ft for a 33.5 m = 109.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Browns Store [10450]: Roanoke city [770], Virginia [51]
Owned by State Highway Agency [01], DOT District: 2
0.1-CAMPBELL;0.4 RTE. 24
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 13.5 / HS 15 [3]
Operating: 77.1 metric ton = 84.8 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 45.4 metric ton = 49.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
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 km = 0.0 mi
Traffic
ADT: 64794 (2018) and Trucks: 7%
Future ADT: 130000 (In 2037 )
ROUTE 0581 over WALKER AVENUE (Route: 581)
Num:21744x
Open: no restriction [A]
Built: 1966, Reconstructed: 1988
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 [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 39.9 m = 130.9 ft
Main Spans: 3 at 16.5 m = 54.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 36.7 m = 120.4 ft (8 Lanes) and Out-To-Out: 37.7 m = 123.7 ft for a 33.5 m = 109.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Browns Store [10450]: Roanoke city [770], Virginia [51]
Owned by State Highway Agency [01], DOT District: 2
0.21-RT 460; 0.21-RT 11
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 56.2 metric ton = 61.8 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 43.5 metric ton = 47.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: February 2020 [0220] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 74460 (2018) and Trucks: 7%
Future ADT: 145328 (In 2034 )
RT 24/ELM AVENUE over ROUTES 581 & 220 (Route: 24)
Num:21671x
Open: no restriction [A]
Built: 1968, Reconstructed: 2015
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): Steel [3] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 62.4 m = 204.7 ft
Main Spans: 1 at 17.8 m = 58.4 ft
Approach Spans: 2
Skew: 15
Width, Roadway: 31.1 m = 102.0 ft (5 Lanes) and Out-To-Out: 31.6 m = 103.7 ft for a 30.5 m = 100.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Browns Store [10450]: Roanoke city [770], Virginia [51]
Owned by State Highway Agency [01], DOT District: 2
0.18-SCL RKE;0.21-RTE220
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 77.1 metric ton = 84.8 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 59.9 metric ton = 65.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 1999 [699] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 13991 (2018) and Trucks: 3%
Future ADT: 50000 (In 2037 )
ELM AVENUE over NS RAILWAY (Route: 24)
Num:21670x
Open: no restriction [A]
Built: 1968, Reconstructed: 2015
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 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: 46.9 m = 153.9 ft
Main Spans: 3 at 21.6 m = 70.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 29.9 m = 98.1 ft (7 Lanes) and Out-To-Out: 34 m = 111.6 ft for a 29.9 m = 98.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Browns Store [10450]: Roanoke city [770], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 2
0006581 0015116
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 64.4 metric ton = 70.8 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: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 1999 [799] and Frequency: 24
Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 13991 (2018) and Trucks: 3%
Future ADT: 28000 (In 2038 )

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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