Route 29 Business over James R;NS;CSX & C Tpk (Route: 29)
Num:1341x
Open: no restriction [A]
Built: 1954, Reconstructed: 1975
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 continuous [4] 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: Latex Concrete or similar additive [3]

Bridge Dimensions
Length: 469.2 m = 1539.4 ft
Main Spans: 19 at 36.6 m = 120.1 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 18.3 m = 60.0 ft (4 Lanes) and Out-To-Out: 19.5 m = 64.0 ft for a 8.8 m = 28.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 16.4 m = 53.8 ft

Location
Unknown [00000]: Amherst County [009], Virginia [51]
Owned by State Highway Agency [01], DOT District: 3
.00 Amherst / .00 Lynch.

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 37.1 metric ton = 40.8 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 28.6 metric ton = 31.5 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 minimum criteria [6]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 1999 [899] 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: 30873 (2018) and Trucks: 3%
Future ADT: 35256 (In 2035 )

Main Street over Rt 29 Business (Route: 0)
Num:31074x
Open: no restriction [A]
Built: 2019, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 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: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 31.1 m = 102.0 ft
Main Spans: 1 at 29.6 m = 97.1 ft
Approach Spans: 0
Skew: 7
Width, Roadway: 14.6 m = 47.9 ft (4 Lanes) and Out-To-Out: 18.9 m = 62.0 ft for a 14.6 m = 47.9 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
.05 Wal. St .05 Pearl St

Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 67.1 metric ton = 73.8 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 51.7 metric ton = 56.9 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: January 2021 [0121] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 6900 (2019) and Trucks: 1%
Future ADT: 7500 (In 2035 )

Ninth Street over Kanawha (Route: 9)
Num:20519x
Open: no restriction [A]
Built: 1839, Reconstructed: N/A [0000]
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Masonry [8] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface:

Bridge Dimensions
Length: 14.6 m = 47.9 ft
Main Spans: 1 at 14.6 m = 47.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 8.4 m = 27.6 ft (2 Lanes) and Out-To-Out: 12.3 m = 40.4 ft for a 11.9 m = 39.0 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
0003JEFF ST 0001DEAD END

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 54.4 metric ton = 59.8 tons ()
Inventory: 32.7 metric ton = 36.0 tons ()

Appraisal
Structural: Equal to present minimum criteria [6]
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: January 2021 [0121] 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: 1300 (2019) and Trucks: 1%
Future ADT: 2700 (In 2040 )