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Nearby Bridges in NBI 2021: 18


DOWNTN EXP RAMP NW over RTE 360;STREETS;CSX RWY (Route: 95)
Num:21511x
Open: no restriction [A]
Built: 1975, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 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: 300.2 m = 985.0 ft
Main Spans: 10 at 46 m = 150.9 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 7.6 m = 24.9 ft (1 Lanes) and Out-To-Out: 8.9 m = 29.2 ft for a 7.6 m = 24.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by Local Toll Authority [32], DOT District: 4
.00 95 SBL & .18 195 NBL
Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 49.9 metric ton = 54.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 38.1 metric ton = 41.9 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: 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:
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 16563 (2018) and Trucks: 1%
Future ADT: 15718 (In 2035 )
DOWNTN EXP RAMP WN over RT360;STREETS & CSX RWY (Route: 195)
Num:21534x
Open: no restriction [A]
Built: 1975, 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 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: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 629.1 m = 2064.1 ft
Main Spans: 3 at 64 m = 210.0 ft
Approach Spans: 15
Skew: 99
Width, Roadway: 5.3 m = 17.4 ft (1 Lanes) and Out-To-Out: 8.3 m = 27.2 ft for a 5.5 m = 18.0 ft approaching roadway.
Vertical Clearance: 4.49 m = 14.7 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by Local Toll Authority [32], DOT District: 4
.00 BEGIN RMP .39 95 NBL
Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 37.2 metric ton = 40.9 tons (Load Factor(LF) [1])
Inventory: 21.8 metric ton = 24.0 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 corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 2020 [1020] and Frequency: 24
Future Work
Work Needed: Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 11403 (2018) and Trucks: 1%
Future ADT: 10420 (In 2035 )
DOWNTN EXP RAMP WS over JAMES RV;RMP SW;17TH;CSX (Route: 195)
Num:21536x
Open: no restriction [A]
Built: 1976, 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:
Bridge Dimensions
Length: 403.9 m = 1325.2 ft
Main Spans: 17 at 31.4 m = 103.0 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 5.3 m = 17.4 ft (1 Lanes) and Out-To-Out: 7.6 m = 24.9 ft for a 4.9 m = 16.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by Local Toll Authority [32], DOT District: 4
.00 BEGIN RMP & .25 95SBL
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 51.7 metric ton = 56.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 39.9 metric ton = 43.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: October 2020 [1020] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 3400 (1990) and Trucks: 10%
Future ADT: 0 (In 2035 )
NBL DOWNTOWN EXPWY over RT360; 16ST; NS & CSX (Route: 195)
Num:21542x
Open: no restriction [A]
Built: 1975, Reconstructed: N/A [0000]
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: 319.7 m = 1048.9 ft
Main Spans: 10 at 38.7 m = 127.0 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 9.4 m = 30.8 ft (2 Lanes) and Out-To-Out: 10.8 m = 35.4 ft for a 7.6 m = 24.9 ft approaching roadway.
Vertical Clearance: 4.7 m = 15.4 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by Local Toll Authority [32], DOT District: 4
0.0 END RP SW .24 12TH ST
Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 52.6 metric ton = 57.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 40.8 metric ton = 44.9 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 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:
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 27966 (2018) and Trucks: 1%
Future ADT: 15718 (In 2035 )
14 ST & TURN LANE over KANAWHA CANAL (Route: 360)
Num:27716x
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: 0.2 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:
Bridge Dimensions
Length: 18 m = 59.1 ft
Main Spans: 1 at 16.8 m = 55.1 ft
Approach Spans: 0
Skew: 6
Width, Roadway: 19.5 m = 64.0 ft (5 Lanes) and Out-To-Out: 26.8 m = 87.9 ft for a 19.5 m = 64.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 4
.58 FR 4TH & .13 TO 60EBL
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 81.9 metric ton = 90.1 tons (Load Factor(LF) [1])
Inventory: 48.6 metric ton = 53.5 tons (Load Factor(LF) [1])
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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: December 1999 [1299] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 17000 (2018) and Trucks: 1%
Future ADT: 21670 (In 2035 )
SBL DOWNTOWN EXPWY over RTE 195 NBL & 12TH ST (Route: 195)
Num:21544x
Open: no restriction [A]
Built: 1975, 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: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 522.4 m = 1714.0 ft
Main Spans: 23 at 38.7 m = 127.0 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 9.4 m = 30.8 ft (2 Lanes) and Out-To-Out: 10.8 m = 35.4 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by Local Toll Authority [32], DOT District: 4
0.0 END RP WS 1.19 1(301)
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 39 metric ton = 42.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 29.9 metric ton = 32.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Equal to present minimum criteria [6]
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: October 2020 [1020] and Frequency: 24
Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 11403 (2018) and Trucks: 1%
Future ADT: 55000 (In 2030 )
DOWNTN EXP RAMP SW over JAMES RV;STREETS;CSX RWY (Route: 95)
Num:21508x
Open: no restriction [A]
Built: 1976, 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:
Bridge Dimensions
Length: 510.5 m = 1675.0 ft
Main Spans: 20 at 39 m = 128.0 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 7.6 m = 24.9 ft (1 Lanes) and Out-To-Out: 8.9 m = 29.2 ft for a 7.6 m = 24.9 ft approaching roadway.
Vertical Clearance: 4.54 m = 14.9 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by Local Toll Authority [32], DOT District: 4
.00 95 NBL & .32 195 NBL
Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 39 metric ton = 42.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 29.9 metric ton = 32.9 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: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: October 2020 [1020] and Frequency: 24
Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 4100 (1990) and Trucks: 10%
Future ADT: 0 (In 2035 )
BROAD STREET over CSX ABANDONED SPUR LINE (Route: 250)
Num:21575x
Open: no restriction [A]
Built: 1909, 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: Bituminous [6]
Bridge Dimensions
Length: 10.4 m = 34.1 ft
Main Spans: 1 at 10.4 m = 34.1 ft
Approach Spans: 0
Skew: 7
Width, Roadway: 12.8 m = 42.0 ft (4 Lanes) and Out-To-Out: 20.1 m = 65.9 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 4
.05 FR 95 & .13 TO 360 WB
Condition
Deck: Fair [5]
Superstructure: Poor [4]
Substructure: Fair [5]
Loading
Design:
Operating: 44.1 metric ton = 48.5 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 34 metric ton = 37.4 tons (Load and Resistance Factor(LRFR) [3])
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 minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 2020 [0420] and Frequency: 12
Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 15821 (2018) and Trucks: 2%
Future ADT: 26531 (In 2035 )
VIRGINIA STREET over KANAWHA CANAL (Route: 0)
Num:27717x
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: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Other [9]
Bridge Dimensions
Length: 22.3 m = 73.2 ft
Main Spans: 1 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 57
Width, Roadway: 7.3 m = 24.0 ft (2 Lanes) and Out-To-Out: 14.3 m = 46.9 ft for a 7.3 m = 24.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 4
.1 FR 13TH & .1 TO 60 EBL
Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 88 metric ton = 96.8 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 67.9 metric ton = 74.7 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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: December 1999 [1299] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 500 (2003) and Trucks: 0%
Future ADT: 700 (In 2032 )
BROAD STREET over I-95 (Route: 250)
Num:21569x
Open: no restriction [A]
Built: 1958, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

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:
Bridge Dimensions
Length: 46.3 m = 151.9 ft
Main Spans: 3 at 24.7 m = 81.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 17 m = 55.8 ft (4 Lanes) and Out-To-Out: 18.5 m = 60.7 ft for a 18.3 m = 60.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by State Highway Agency [01], DOT District: 4
1.31 FR 1 & .17 TO 360
Condition
Deck: Poor [4]
Superstructure: Poor [4]
Substructure: Poor [4]
Loading
Design: MS 18 / HS 20 [5]
Operating: 39 metric ton = 42.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 30.1 metric ton = 33.1 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
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: October 2020 [1020] and Frequency: 12
Future Work
Work Needed: Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 25000 (2018) and Trucks: 1%
Future ADT: 25100 (In 2035 )
BROAD STREET over ROUTE 0095 RAMP E (Route: 250)
Num:21571x
Open: no restriction [A]
Built: 1958, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 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:
Bridge Dimensions
Length: 13.3 m = 43.6 ft
Main Spans: 1 at 11.9 m = 39.0 ft
Approach Spans: 0
Skew: 3
Width, Roadway: 21.3 m = 69.9 ft (5 Lanes) and Out-To-Out: 26.8 m = 87.9 ft for a 21.3 m = 69.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by State Highway Agency [01], DOT District: 4
.22 FR 360 & 1.26 TO 1
Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 43.5 metric ton = 47.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 32.7 metric ton = 36.0 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: 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: July 1999 [799] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 15821 (2018) and Trucks: 2%
Future ADT: 26531 (In 2035 )
14TH STREET over JAMES RIVER NORTH DIV @ (Route: 360)
Num:21584x
Open: no restriction [A]
Built: 1913, Reconstructed: N/A [0000]
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.6 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: 162.5 m = 533.2 ft
Main Spans: 7 at 27.1 m = 88.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 13.4 m = 44.0 ft (4 Lanes) and Out-To-Out: 18 m = 59.1 ft for a 14 m = 45.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 4
.28 FR 2ND & .33 TO 60 EB
Condition
Deck: Fair [5]
Superstructure: Poor [4]
Substructure: Fair [5]
Loading
Design:
Operating: 62.1 metric ton = 68.3 tons (Load Factor(LF) [1])
Inventory: 39.6 metric ton = 43.6 tons (Load Factor(LF) [1])
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: Meets minimum tolerable limits to be left in place as is [4]
Waterway: Somewhat better than minimum adequacy to tolerate being left in place as is [5] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: June 2020 [0620] and Frequency: 12
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: 17000 (2019) and Trucks: 2%
Future ADT: 23000 (In 2035 )
DOWNTN EX RAMP E11 over 12TH STREET & RAMP 12-W (Route: 195)
Num:21538x
Open: no restriction [A]
Built: 1975, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 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: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 54.9 m = 180.1 ft
Main Spans: 2 at 31.1 m = 102.0 ft
Approach Spans: 0
Skew: 6
Width, Roadway: 9.1 m = 29.9 ft (2 Lanes) and Out-To-Out: 10.5 m = 34.5 ft for a 9.1 m = 29.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by Local Toll Authority [32], DOT District: 4
.15 195NBL & .05 CANAL ST
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 54.4 metric ton = 59.8 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 41.7 metric ton = 45.9 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 1999 [899] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 16563 (2018) and Trucks: 1%
Future ADT: 8000 (In 2030 )
NBL DOWNTOWN EXPWY over 12TH STREET (Route: 195)
Num:21540x
Open: no restriction [A]
Built: 1975, 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 [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: 41.1 m = 134.8 ft
Main Spans: 3 at 17.7 m = 58.1 ft
Approach Spans: 0
Skew: 11
Width, Roadway: 11.1 m = 36.4 ft (2 Lanes) and Out-To-Out: 12.4 m = 40.7 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
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by Local Toll Authority [32], DOT District: 4
.41 FR 95 & .93 TO 1(301)
Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 59 metric ton = 64.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 45.4 metric ton = 49.9 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: 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: August 1999 [899] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 27966 (2018) and Trucks: 1%
Future ADT: 15718 (In 2035 )
RTE 95 RMP 17TH ST over CSX TRANSPORTATION (Route: 95)
Num:21510x
Open: no restriction [A]
Built: 1976, Reconstructed: 1996
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: 134.1 m = 440.0 ft
Main Spans: 6 at 30.2 m = 99.1 ft
Approach Spans: 0
Skew: 18
Width, Roadway: 7.3 m = 24.0 ft (1 Lanes) and Out-To-Out: 8.6 m = 28.2 ft for a 7.3 m = 24.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by State Highway Agency [01], DOT District: 4
00.2 FR I95 &.10 TO 360
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 56.7 metric ton = 62.4 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 43.7 metric ton = 48.1 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: 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: May 2020 [0520] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 5940 (2014) and Trucks: 0%
Future ADT: 7811 (In 2035 )
ROUTE 0095 over ROUTE 0095 RAMPS E & F (Route: 95)
Num:21496x
Open: no restriction [A]
Built: 1958, Reconstructed: 2002
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:
Bridge Dimensions
Length: 27.9 m = 91.5 ft
Main Spans: 1 at 26.7 m = 87.6 ft
Approach Spans: 0
Skew: 28
Width, Roadway: 33.3 m = 109.3 ft (6 Lanes) and Out-To-Out: 35.9 m = 117.8 ft for a 33.2 m = 108.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by State Highway Agency [01], DOT District: 4
.4 FR 195 & .57 TO 7TH ST
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 58.1 metric ton = 63.9 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 44.5 metric ton = 49.0 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 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: 144270 (2018) and Trucks: 9%
Future ADT: 68644 (In 2035 )
11TH STREET over HAXALL PT & HAXALL CANAL (Route: 0)
Num:29090x
Open: no restriction [A]
Built: 2005, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 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:
Bridge Dimensions
Length: 46.3 m = 151.9 ft
Main Spans: 3 at 25.9 m = 85.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 7.1 m = 23.3 ft (2 Lanes) and Out-To-Out: 10.5 m = 34.5 ft for a 7 m = 23.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by City or Municipal Highway Agency [04], DOT District: 4
0.0 DEAD END 0.05 E BYRD
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 41.9 metric ton = 46.1 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 32.4 metric ton = 35.6 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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: April 2020 [0420] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 19.9 km = 12.3 mi
Traffic
ADT: 400 (2007) and Trucks: 0%
Future ADT: 560 (In 2032 )
10TH STREET over ROUTE 195 EXPRESSWAY (Route: 0)
Num:21351x
Open: no restriction [A]
Built: 1975, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 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: 36 m = 118.1 ft
Main Spans: 2 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.8 m = 42.0 ft (3 Lanes) and Out-To-Out: 16.5 m = 54.1 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Unknown [10350]: Richmond city [760], Virginia [51]
Owned by Local Toll Authority [32], DOT District: 4
.01 BYRD ST .06 CANAL ST
Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 85.5 metric ton = 94.1 tons (Load Factor(LF) [1])
Inventory: 51.3 metric ton = 56.4 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: August 1999 [899] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 2700 (1990) and Trucks: 10%
Future ADT: 4900 (In 2029 )

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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