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Nearby Bridges in NBI 2021: 11


ROUTE 15 NORTHBOUN over I-91 NB:RT 2:CT RIVER:RR (Route: 15)
Num: 06000Ax
Open: no restriction [A]
Built: 1991, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 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: 1027.8 m = 3372.2 ft
Main Spans: 15 at 93 m = 305.1 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 14.6 m = 47.9 ft (2 Lanes) and Out-To-Out: 16.1 m = 52.8 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 5.74 m = 18.8 ft and Navigational Clearance: 21 m = 68.9 ft
Location
Hartford [37070]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
0.3 MI NORTH OF I-91 NB
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 52.5 metric ton = 57.8 tons (Load Factor(LF) [1])
Inventory: 31.3 metric ton = 34.4 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: October 1999 [1099] 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: 41350 (2015) and Trucks: 8%
Future ADT: 61442 (In 2035 )
ROUTE 15 SOUTHBOUN over I-91 NB:RT 2:CT RIVER:RR (Route: 15)
Num: 06000Bx
Open: no restriction [A]
Built: 1991, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 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: 1027.8 m = 3372.2 ft
Main Spans: 15 at 93 m = 305.1 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 18.3 m = 60.0 ft (3 Lanes) and Out-To-Out: 22.6 m = 74.2 ft for a 18.3 m = 60.0 ft approaching roadway.
Vertical Clearance: 5.61 m = 18.4 ft and Navigational Clearance: 21 m = 68.9 ft
Location
Hartford [37070]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
0.3 MI NORTH OF I-91 NB
Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 62.2 metric ton = 68.4 tons (Load Factor(LF) [1])
Inventory: 37.2 metric ton = 40.9 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: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: October 1999 [1099] 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: 41350 (2015) and Trucks: 6%
Future ADT: 61442 (In 2035 )
ROUTE 2 over HOCKANUM RIVER (Route: 2)
Num:374x
Open: no restriction [A]
Built: 1962, Reconstructed: 1996
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 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: 135.6 m = 444.9 ft
Main Spans: 5 at 26.8 m = 87.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 30.8 m = 101.1 ft (7 Lanes) and Out-To-Out: 33.1 m = 108.6 ft for a 30.8 m = 101.1 ft approaching roadway.
Vertical Clearance: 7.24 m = 23.8 ft and Navigational Clearance: 0 = N/A
Location
East Hartford [22630]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
.4 MILE EAST OF PITKIN ST
Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 71.8 metric ton = 79.0 tons (Load Factor(LF) [1])
Inventory: 43.1 metric ton = 47.4 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: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: November 1999 [1199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 74600 (2018) and Trucks: 8%
Future ADT: 110848 (In 2038 )
ROUTE 15 RAMP over RAILROAD & RESERVE ROAD (Route: 91)
Num: 06000Cx
Open: no restriction [A]
Built: 1991, 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 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: 281.3 m = 922.9 ft
Main Spans: 5 at 64.6 m = 212.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 7.9 m = 25.9 ft (1 Lanes) and Out-To-Out: 9.1 m = 29.9 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Hartford [37070]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
EXIT 29 OFF I-91 NB
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 55.7 metric ton = 61.3 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 42.8 metric ton = 47.1 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present desirable criteria [8]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: October 1999 [1099] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 27030 (2019) and Trucks: 9%
Future ADT: 40164 (In 2039 )
INTERSTATE-91 NB over CT SOUTHERN RR (Route: 91)
Num:6116x
Open: no restriction [A]
Built: 1991, 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 [3] 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: 73.8 m = 242.1 ft
Main Spans: 1 at 70.6 m = 231.6 ft
Approach Spans: 0
Skew: 35
Width, Roadway: 24.4 m = 80.1 ft (5 Lanes) and Out-To-Out: 25.6 m = 84.0 ft for a 24.4 m = 80.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Hartford [37070]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
.1MI(N)OF CHARTER OAK BRG
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 73.5 metric ton = 80.9 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: February 1999 [299] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 54650 (2015) and Trucks: 9%
Future ADT: 81204 (In 2035 )
INTERSTATE-91 SB over RESERVE ROAD & CSO RR (Route: 91)
Num:1468x
Open: no restriction [A]
Built: 1962, 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 [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: 93.6 m = 307.1 ft
Main Spans: 5 at 22.3 m = 73.2 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 20.7 m = 67.9 ft (4 Lanes) and Out-To-Out: 22.1 m = 72.5 ft for a 20.7 m = 67.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Hartford [37070]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
0.2 MILE NORTH OF C.O.B.
Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 86.3 metric ton = 94.9 tons (Load Factor(LF) [1])
Inventory: 51.8 metric ton = 57.0 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 minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: February 1999 [299] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 54650 (2015) and Trucks: 9%
Future ADT: 81204 (In 2035 )
INTERSTATE-91 NB over MDC SEWER PIPE (Route: 91)
Num:6117x
Open: no restriction [A]
Built: 1991, 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 [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: 67.1 m = 220.2 ft
Main Spans: 1 at 64.3 m = 211.0 ft
Approach Spans: 0
Skew: 58
Width, Roadway: 25.9 m = 85.0 ft (5 Lanes) and Out-To-Out: 27.1 m = 88.9 ft for a 25.9 m = 85.0 ft approaching roadway.
Vertical Clearance: 4.98 m = 16.3 ft and Navigational Clearance: 0 = N/A
Location
Hartford [37070]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
UNDER CHARTER OAK BRIDGE
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 70.7 metric ton = 77.8 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: 0.6 km = 0.4 mi
Traffic
ADT: 56200 (2015) and Trucks: 14%
Future ADT: 83508 (In 2035 )
ROUTE 2 WESTBOUND over EAST RIVER DRIVE (Route: 2)
Num:6109x
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: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 48.5 m = 159.1 ft
Main Spans: 1 at 46.6 m = 152.9 ft
Approach Spans: 0
Skew: 36
Width, Roadway: 20.7 m = 67.9 ft (4 Lanes) and Out-To-Out: 21.9 m = 71.9 ft for a 20.7 m = 67.9 ft approaching roadway.
Vertical Clearance: 5.82 m = 19.1 ft and Navigational Clearance: 0 = N/A
Location
East Hartford [22630]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
.3 MILE WEST OF MAIN ST
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 49 metric ton = 53.9 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: January 1999 [199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 34600 (2015) and Trucks: 6%
Future ADT: 51412 (In 2035 )
ROUTE 2 EASTBOUND over EAST RIVER DRIVE (Route: 2)
Num:6110x
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: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 45.7 m = 149.9 ft
Main Spans: 1 at 43.9 m = 144.0 ft
Approach Spans: 0
Skew: 31
Width, Roadway: 20.7 m = 67.9 ft (3 Lanes) and Out-To-Out: 21.9 m = 71.9 ft for a 20.7 m = 67.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
East Hartford [22630]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
.3 MILE WEST OF MAIN ST
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 92.9 metric ton = 102.2 tons (Load Factor(LF) [1])
Inventory: 49.3 metric ton = 54.2 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
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: January 1999 [199] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 34600 (2015) and Trucks: 8%
Future ADT: 51412 (In 2035 )
SR502 E. RIVER DR over HOCKANUM RIVER (Route: 502)
Num:6111x
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: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] 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: 108.8 m = 357.0 ft
Main Spans: 3 at 36 m = 118.1 ft
Approach Spans: 0
Skew: 28
Width, Roadway: 16.8 m = 55.1 ft (4 Lanes) and Out-To-Out: 22.1 m = 72.5 ft for a 16.8 m = 55.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
East Hartford [22630]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
SR 502 (SILVER LANE EXT.)
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 56.9 metric ton = 62.6 tons (Load Factor(LF) [1])
Inventory: 34.1 metric ton = 37.5 tons (Load Factor(LF) [1])
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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: January 2021 [0121] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 5200 (2018) and Trucks: 5%
Future ADT: 7727 (In 2038 )
US ROUTE 5 TR 804 over ROUTE 2 WESTBOUND (Route: 5)
Num:6050x
Open: no restriction [A]
Built: 1991, 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): Steel [3] 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: 43.8 m = 143.7 ft
Main Spans: 1 at 41.5 m = 136.2 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 9.8 m = 32.2 ft (1 Lanes) and Out-To-Out: 10.9 m = 35.8 ft for a 9.8 m = 32.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
East Hartford [22630]: Hartford County [003], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 1
EB EXIT FROM CHARTER OAK
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
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: October 2020 [1020] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 2500 (2018) and Trucks: 6%
Future ADT: 3715 (In 2038 )

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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