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Nearby Bridges in NBI 2021: 10


FAU 3241 over JAMES ROBERTSON PKWY (Route: 3241)
Num: 19SR0060013x
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 (0.3 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: 26.2 m = 86.0 ft
Main Spans: 2 at 12.2 m = 40.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 19.5 m = 64.0 ft (5 Lanes) and Out-To-Out: 26.2 m = 86.0 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
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by City or Municipal Highway Agency [04], DOT District: 3
CHARLOTTEAVE/JAMES RDB PK
Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: M 13.5 / H 15 [2]
Operating: 48.6 metric ton = 53.5 tons (Load Factor(LF) [1])
Inventory: 28.8 metric ton = 31.7 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: 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: 25620 (2018) and Trucks: 6%
Future ADT: 40992 (In 2039 )
I40 over I40 / JO JOHNSON ST (Route: 40)
Num: 19I00400065x
Open: no restriction [A]
Built: 2015, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Corrugated Steel [6] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 20.4 m = 66.9 ft
Main Spans: 1 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 14
Width, Roadway: 44.7 m = 146.7 ft (8 Lanes) and Out-To-Out: 45 m = 147.6 ft for a 44.7 m = 146.7 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by State Highway Agency [01], DOT District: 3
I40/ JO JOHNSON ST
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 89.1 metric ton = 98.0 tons (Load Factor(LF) [1])
Inventory: 32.4 metric ton = 35.6 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present desirable criteria [8]
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: November 1999 [1199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 126680 (2019) and Trucks: 12%
Future ADT: 176848 (In 2039 )
I40 348013R over I40 / CLINTON ST (Route: 40)
Num: 19I00400337x
Open: no restriction [A]
Built: 2015, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Corrugated Steel [6] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 23.6 m = 77.4 ft
Main Spans: 1 at 23.6 m = 77.4 ft
Approach Spans: 0
Skew: 6
Width, Roadway: 41.9 m = 137.5 ft (8 Lanes) and Out-To-Out: 42.3 m = 138.8 ft for a 41.9 m = 137.5 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by State Highway Agency [01], DOT District: 3
I40 / CLINTON ST
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 44.1 metric ton = 48.5 tons (Unknown [F])
Inventory: 32.4 metric ton = 35.6 tons (Unknown [F])
Appraisal
Structural: Equal to present desirable criteria [8]
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: November 1999 [1199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 126680 (2019) and Trucks: 12%
Future ADT: 176848 (In 2039 )
UNION ST. over ROSA L. PARKS BLVD. (Route: 3274)
Num: 19SR0060011x
Open: no restriction [A]
Built: 1954, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 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: Bituminous [6]
Bridge Dimensions
Length: 33.8 m = 110.9 ft
Main Spans: 2 at 15.8 m = 51.8 ft
Approach Spans: 0
Skew: 56
Width, Roadway: 11 m = 36.1 ft (3 Lanes) and Out-To-Out: 16.5 m = 54.1 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
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by City or Municipal Highway Agency [04], DOT District: 3
UNION ST/J ROBERTSON PKWY
Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 51.3 metric ton = 56.4 tons (Load Factor(LF) [1])
Inventory: 30.6 metric ton = 33.7 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
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: May 1999 [599] 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: 4430 (2021) and Trucks: 7%
Future ADT: 7088 (In 2040 )
I40 348013R over I40 / CSX R (Route: 40)
Num: 19I00400335x
Open: no restriction [A]
Built: 2015, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Corrugated Steel [6] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 25.3 m = 83.0 ft
Main Spans: 1 at 25.3 m = 83.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 40.8 m = 133.9 ft (8 Lanes) and Out-To-Out: 41.1 m = 134.8 ft for a 40.8 m = 133.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by State Highway Agency [01], DOT District: 3
I40 / CSX RR
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 44.1 metric ton = 48.5 tons (Unknown [F])
Inventory: 32.4 metric ton = 35.6 tons (Unknown [F])
Appraisal
Structural: Equal to present desirable criteria [8]
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: November 1999 [1199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 126680 (2019) and Trucks: 12%
Future ADT: 176848 (In 2039 )
I-40 over CHARLOTTE AVE. (Route: 40)
Num: 19I00400067x
Open: no restriction [A]
Built: 2015, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

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 Precast Panels [2] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 40.2 m = 131.9 ft
Main Spans: 1 at 40.2 m = 131.9 ft
Approach Spans: 0
Skew: 1
Width, Roadway: 41.6 m = 136.5 ft (8 Lanes) and Out-To-Out: 46.3 m = 151.9 ft for a 41.6 m = 136.5 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by State Highway Agency [01], DOT District: 3
AT CHARLOTTE AVE.EXIT
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 44.1 metric ton = 48.5 tons (Unknown [F])
Inventory: 32.4 metric ton = 35.6 tons (Unknown [F])
Appraisal
Structural: Equal to present desirable criteria [8]
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: November 1999 [1199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 93520 (2019) and Trucks: 12%
Future ADT: 149632 (In 2040 )
FAU 3242 350196L over CHURCH ST/10-11-12&CSX R (Route: 3242)
Num: 19M32420001x
Open: no restriction [A]
Built: 1991, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] Box Beam or girders - Single or Spread [06]
Approach Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 511.5 m = 1678.2 ft
Main Spans: 27 at 30.2 m = 99.1 ft
Approach Spans: 0
Skew: 0
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
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by City or Municipal Highway Agency [04], DOT District: 3
DOWNTOWN NASHVILLE
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 44.1 metric ton = 48.5 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 34 metric ton = 37.4 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Appraisal
Structural: Equal to present minimum criteria [6]
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: 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: 13170 (2021) and Trucks: 3%
Future ADT: 21072 (In 2040 )
I40 298481V over I40 / HERMAN ST & ICG RR (Route: 40)
Num: 19I00400061x
Open: no restriction [A]
Built: 2015, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Corrugated Steel [6] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 105.3 m = 345.5 ft
Main Spans: 4 at 33.2 m = 108.9 ft
Approach Spans: 0
Skew: 2
Width, Roadway: 38 m = 124.7 ft (6 Lanes) and Out-To-Out: 38.4 m = 126.0 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
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by State Highway Agency [01], DOT District: 3
I40/ HERMAN ST ICG RR
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 44.1 metric ton = 48.5 tons (Unknown [F])
Inventory: 32.4 metric ton = 35.6 tons (Unknown [F])
Appraisal
Structural: Equal to present desirable criteria [8]
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: November 1999 [1199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 1.6 km = 1.0 mi
Traffic
ADT: 126680 (2019) and Trucks: 12%
Future ADT: 202688 (In 2040 )
I40 over I40 RMP CH 3 / RMP B1 (Route: 40)
Num: 19I00400328x
Open: no restriction [A]
Built: 1968, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

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: Bituminous [6]
Bridge Dimensions
Length: 69.2 m = 227.0 ft
Main Spans: 2 at 39 m = 128.0 ft
Approach Spans: 0
Skew: 66
Width, Roadway: 10.5 m = 34.5 ft (2 Lanes) and Out-To-Out: 11.1 m = 36.4 ft for a 10.4 m = 34.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by State Highway Agency [01], DOT District: 3
I40 RMP&CHURCH&BROAD
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 54.9 metric ton = 60.4 tons (Load Factor(LF) [1])
Inventory: 32.4 metric ton = 35.6 tons (Load Factor(LF) [1])
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: November 1999 [1199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 14470 (2021) and Trucks: 12%
Future ADT: 23152 (In 2039 )
FAU 3242 over CHURCH ST. / I-40 (Route: 3242)
Num: 19I00400069x
Posted for load [P]
Built: 1968, Reconstructed: N/A [0000]
Historic: Historical significance is not determinable at this time. [4]

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: Bituminous [6]
Bridge Dimensions
Length: 61.9 m = 203.1 ft
Main Spans: 2 at 31.1 m = 102.0 ft
Approach Spans: 0
Skew: 2
Width, Roadway: 15.8 m = 51.8 ft (5 Lanes) and Out-To-Out: 19.5 m = 64.0 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
Nashville-Davidson [52006]: Davidson County [037], Tennessee [47]
Owned by State Highway Agency [01], DOT District: 3
CHURCH ST./I40
Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 24.9 metric ton = 27.4 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 19.1 metric ton = 21.0 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
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: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 1999 [1199] 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: 0.8 km = 0.5 mi
Traffic
ADT: 26690 (2018) and Trucks: 3%
Future ADT: 42704 (In 2041 )

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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