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Nearby Bridges in NBI 2021: 7


SHREWSBURY AVE S over IS 44: RP IS44W TO SHREW (Route: 0)
Num:1430x
Open: no restriction [A]
Built: 1969, Reconstructed: 1984
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Concrete continuous [2] Box Beam or girders - Single or Spread [06]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 74.1 m = 243.1 ft
Main Spans: 4 at 25.3 m = 83.0 ft
Approach Spans: 0
Skew: 8
Width, Roadway: 18.9 m = 62.0 ft (4 Lanes) and Out-To-Out: 21.4 m = 70.2 ft for a 18.9 m = 62.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Webster Groves [78154]: St. Louis County [189], Missouri [29]
Owned by State Highway Agency [01], DOT District: 5
S 34 T 45 N R 6 E
Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 68.4 metric ton = 75.2 tons (Load Factor(LF) [1])
Inventory: 41.4 metric ton = 45.5 tons (Load Factor(LF) [1])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: June 2020 [0620] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 16802 (2019) and Trucks: 5%
Future ADT: 23522 (In 2039 )
BIG BEND BLVD over DEER CR (Route: 0)
Num:15638x
Posted for load [P]
Built: 1959, Reconstructed: 2003
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 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: 58.5 m = 191.9 ft
Main Spans: 3 at 22.1 m = 72.5 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 18 m = 59.1 ft (5 Lanes) and Out-To-Out: 22.4 m = 73.5 ft for a 18 m = 59.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Maplewood [45830]: St. Louis County [189], Missouri [29]
Owned by County Highway Agency [02], DOT District: 5
S 27 T 45 N R 6 E
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 22.5 / HS 25 or greater [9]
Operating: 89.1 metric ton = 98.0 tons (Load Factor(LF) [1])
Inventory: 68.4 metric ton = 75.2 tons (Load Factor(LF) [1])
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: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: March 2020 [0320] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 25659 (2020) and Trucks: 10%
Future ADT: 41054 (In 2040 )
IS 44 E over BNSF RR (Route: 44)
Num:35222x
Open: no restriction [A]
Built: 2016, 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 [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: 123.7 m = 405.9 ft
Main Spans: 1 at 47.5 m = 155.8 ft
Approach Spans: 0
Skew: 55
Width, Roadway: 20.3 m = 66.6 ft (4 Lanes) and Out-To-Out: 21.1 m = 69.2 ft for a 20.3 m = 66.6 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Webster Groves [78154]: St. Louis County [189], Missouri [29]
Owned by State Highway Agency [01], DOT District: 5
S 35 T 45 N R 6 E
Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design:
Operating: 74.7 metric ton = 82.2 tons (Load Factor(LF) [1])
Inventory: 45 metric ton = 49.5 tons (Load Factor(LF) [1])
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: June 2020 [0620] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 50590 (2019) and Trucks: 12%
Future ADT: 63237 (In 2039 )
IS 44 W over BNSF RR (Route: 44)
Num:35221x
Open: no restriction [A]
Built: 2016, 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 [3] 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: 125 m = 410.1 ft
Main Spans: 1 at 47.5 m = 155.8 ft
Approach Spans: 0
Skew: 55
Width, Roadway: 20.3 m = 66.6 ft (4 Lanes) and Out-To-Out: 21.1 m = 69.2 ft for a 20.3 m = 66.6 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Webster Groves [78154]: St. Louis County [189], Missouri [29]
Owned by State Highway Agency [01], DOT District: 5
S 35 T 45 N R 6 E
Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 63 metric ton = 69.3 tons (Load Factor(LF) [1])
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: June 2020 [0620] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 51815 (2019) and Trucks: 12%
Future ADT: 64768 (In 2039 )
IS 44 W over CST LACLEDE STATION RD (Route: 44)
Num:1429x
Posted for load [P]
Built: 1969, 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): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Other [9]
Bridge Dimensions
Length: 57.6 m = 189.0 ft
Main Spans: 4 at 16.5 m = 54.1 ft
Approach Spans: 0
Skew: 36
Width, Roadway: 20.4 m = 66.9 ft (4 Lanes) and Out-To-Out: 20.8 m = 68.2 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
Webster Groves [78154]: St. Louis County [189], Missouri [29]
Owned by State Highway Agency [01], DOT District: 5
S 34 T 45 N R 6 E
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
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: Equal to present minimum criteria [6]
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: June 2020 [0620] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 44092 (2019) and Trucks: 12%
Future ADT: 55115 (In 2039 )
IS 44 E over CST LACLEDE STATION RD (Route: 44)
Num:1428x
Posted for load [P]
Built: 1969, 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): Concrete continuous [2] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Other [9]
Bridge Dimensions
Length: 57.6 m = 189.0 ft
Main Spans: 4 at 16.5 m = 54.1 ft
Approach Spans: 0
Skew: 36
Width, Roadway: 20.4 m = 66.9 ft (4 Lanes) and Out-To-Out: 21.4 m = 70.2 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
Webster Groves [78154]: St. Louis County [189], Missouri [29]
Owned by State Highway Agency [01], DOT District: 5
S 34 T 45 N R 6 E
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 48.6 metric ton = 53.5 tons (Load Factor(LF) [1])
Inventory: 29.7 metric ton = 32.7 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
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: June 2020 [0620] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 66908 (2019) and Trucks: 12%
Future ADT: 83635 (In 2039 )
LACLEDE STA. RD over DEER CR (Route: 0)
Num:15641x
Posted for load [P]
Built: 1974, Reconstructed: 1994
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: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 38.1 m = 125.0 ft
Main Spans: 2 at 19 m = 62.3 ft
Approach Spans: 0
Skew: 12
Width, Roadway: 17.4 m = 57.1 ft (4 Lanes) and Out-To-Out: 21.2 m = 69.6 ft for a 17.4 m = 57.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Jefferson [36962]: St. Louis County [189], Missouri [29]
Owned by County Highway Agency [02], DOT District: 5
S 28 T 45 N R 6 E
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 89.1 metric ton = 98.0 tons (Allowable Stress(AS) [2])
Inventory: 69.3 metric ton = 76.2 tons (Allowable Stress(AS) [2])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Better than present minimum criteria [7]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: March 2020 [0320] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 34312 (2020) and Trucks: 10%
Future ADT: 54899 (In 2040 )

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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