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Nearby Bridges in NBI 2021: 7


US ROUTE 1 & PW RR over QUINNIPIAC RIVER (Route: 1)
Num:337x
Open: no restriction [A]
Built: 2002, Reconstructed: N/A [0000]
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): Steel [3] Movable - Lift [15]
Approach Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 285.3 m = 936.1 ft
Main Spans: 1 at 82.3 m = 270.0 ft
Approach Spans: 6
Skew: 0
Width, Roadway: 15.9 m = 52.2 ft (4 Lanes) and Out-To-Out: 28 m = 91.9 ft for a 15.9 m = 52.2 ft approaching roadway.
Vertical Clearance: 4.93 m = 16.2 ft and Navigational Clearance: 4 m = 13.1 ft
Location
New Haven [52070]: New Haven County [009], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
0.2 MI S OF I-95 Q-BRIDGE
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 76.2 metric ton = 83.8 tons (Load Factor(LF) [1])
Inventory: 45.4 metric ton = 49.9 tons (Load Factor(LF) [1])
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: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: January 1999 [199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 13500 (2015) and Trucks: 6%
Future ADT: 20060 (In 2035 )
CHAPEL STREET over MILL RIVER (Route: 0)
Num:6169x
Open: no restriction [A]
Built: 1992, Reconstructed: N/A [0000]
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 continuous [4] Movable - Swing [17]
Approach Span(s): Other [00]
Deck: Closed Grating [4] with Wearing Surface: Epoxy Overlay [5]
Bridge Dimensions
Length: 70.1 m = 230.0 ft
Main Spans: 2 at 33.5 m = 109.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 10.1 m = 33.1 ft (2 Lanes) and Out-To-Out: 10.8 m = 35.4 ft for a 10.1 m = 33.1 ft approaching roadway.
Vertical Clearance: 5.05 m = 16.6 ft and Navigational Clearance: 0 = N/A
Location
New Haven [52070]: New Haven County [009], Connecticut [09]
Owned by City or Municipal Highway Agency [04], DOT District: 3
500' EAST OF EAST STREET
Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 57.8 metric ton = 63.6 tons (Load Factor(LF) [1])
Inventory: 34.6 metric ton = 38.1 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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: September 1999 [999] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 7418 (2018) and Trucks: 5%
Future ADT: 11022 (In 2038 )
I-95 TR 813 over EAST STREET & PWRR (Route: 95)
Num: 00174Dx
Open: no restriction [A]
Built: 1958, Reconstructed: 2011
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 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: 147.8 m = 484.9 ft
Main Spans: 3 at 55.5 m = 182.1 ft
Approach Spans: 0
Skew: 12
Width, Roadway: 14.1 m = 46.3 ft (2 Lanes) and Out-To-Out: 15.2 m = 49.9 ft for a 14.1 m = 46.3 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New Haven [52070]: New Haven County [009], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
AT WEST END OF Q-BRIDGE
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 65.3 metric ton = 71.8 tons (Load Factor(LF) [1])
Inventory: 39.2 metric ton = 43.1 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
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: 0.2 km = 0.1 mi
Traffic
ADT: 20300 (2018) and Trucks: 9%
Future ADT: 30164 (In 2038 )
CHAPEL STREET over PROV & WORC RAILROAD (Route: 0)
Num:4058x
Open: no restriction [A]
Built: 1912, Reconstructed: 2005
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): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 16.2 m = 53.2 ft
Main Spans: 1 at 15.5 m = 50.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 10 m = 32.8 ft (2 Lanes) and Out-To-Out: 15.2 m = 49.9 ft for a 10.1 m = 33.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New Haven [52070]: New Haven County [009], Connecticut [09]
Owned by Unknown [80], DOT District: 3
100FT EAST OF EAST STREET
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 76.4 metric ton = 84.0 tons (Load Factor(LF) [1])
Inventory: 45.8 metric ton = 50.4 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 2017 [1017] and Frequency: 48
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 8041 (2016) and Trucks: 4%
Future ADT: 11948 (In 2036 )
INTERSTATE 95 NORT over US1:QUINNIPIAC RV:P&W RR (Route: 95)
Num: 00174Ax
Open: no restriction [A]
Built: 2014, Reconstructed: N/A [0000]
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): Prestressed concrete continuous [6] Stayed girder [14]
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: 1415.5 m = 4644.3 ft
Main Spans: 3 at 157 m = 515.1 ft
Approach Spans: 20
Skew: 99
Width, Roadway: 18 m = 59.1 ft (3 Lanes) and Out-To-Out: 19.1 m = 62.7 ft for a 18 m = 59.1 ft approaching roadway.
Vertical Clearance: 5.49 m = 18.0 ft and Navigational Clearance: 19.5 m = 64.0 ft
Location
New Haven [52070]: New Haven County [009], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
OVER QUINNIPIAC RIVER
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 55.1 metric ton = 60.6 tons (Load Factor(LF) [1])
Inventory: 32.9 metric ton = 36.2 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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: May 1999 [599] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 73300 (2017) and Trucks: 9%
Future ADT: 108916 (In 2037 )
INTERSTATE 95 SOUT over US1:QUINNIPIAC RV:P&W RR (Route: 95)
Num: 00174Bx
Open: no restriction [A]
Built: 2015, Reconstructed: N/A [0000]
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): Prestressed concrete continuous [6] Stayed girder [14]
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: 1401.5 m = 4598.3 ft
Main Spans: 3 at 157 m = 515.1 ft
Approach Spans: 20
Skew: 99
Width, Roadway: 18 m = 59.1 ft (3 Lanes) and Out-To-Out: 19.1 m = 62.7 ft for a 18 m = 59.1 ft approaching roadway.
Vertical Clearance: 6 m = 19.7 ft and Navigational Clearance: 18.3 m = 60.0 ft
Location
New Haven [52070]: New Haven County [009], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
OVER QUINNIPIAC RIVER
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 55.8 metric ton = 61.4 tons (Load Factor(LF) [1])
Inventory: 33.3 metric ton = 36.6 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: May 1999 [599] and Frequency: 24
Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 73300 (2017) and Trucks: 9%
Future ADT: 108916 (In 2037 )
I-95 SB RAMPS M&P over EAST STREET & P&W RR (Route: 95)
Num: 00174Ex
Open: no restriction [A]
Built: 2016, 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: Latex Concrete or similar additive [3]
Bridge Dimensions
Length: 257 m = 843.2 ft
Main Spans: 5 at 60.4 m = 198.2 ft
Approach Spans: 0
Skew: 2
Width, Roadway: 22.7 m = 74.5 ft (4 Lanes) and Out-To-Out: 23.8 m = 78.1 ft for a 22.7 m = 74.5 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
New Haven [52070]: New Haven County [009], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
AT WEST END OF Q-BRIDGE
Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 63.3 metric ton = 69.6 tons (Load Factor(LF) [1])
Inventory: 37.8 metric ton = 41.6 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: January 1999 [199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 22310 (2015) and Trucks: 9%
Future ADT: 33150 (In 2035 )

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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