ROUTE 136 over NORWALK RIVER (Route: 136)
Num:2295x
Open: no restriction [A]
Built: 1972, Reconstructed: 2019
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] Movable - Bascule [16]
Approach Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 151.8 m = 498.1 ft
Main Spans: 1 at 40.8 m = 133.9 ft
Approach Spans: 3
Skew: 0
Width, Roadway: 15.9 m = 52.2 ft (4 Lanes) and Out-To-Out: 20 m = 65.6 ft for a 15.9 m = 52.2 ft approaching roadway.
Vertical Clearance: 5.21 m = 17.1 ft and Navigational Clearance: 3 m = 9.8 ft

Location
Norwalk [56060]: Fairfield County [001], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
I-95 EXIT 16 TO RT 136 WB

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 34.7 metric ton = 38.2 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 28.8 metric ton = 31.7 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: 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: May 2020 [0520] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 17900 (2017) and Trucks: 6%
Future ADT: 26598 (In 2037 )

INTERSTATE 95 over CRESCENT ST & MNRR (Route: 95)
Num:58x
Open: no restriction [A]
Built: 1958, Reconstructed: 2004
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: Bituminous [6]

Bridge Dimensions
Length: 94.5 m = 310.1 ft
Main Spans: 3 at 31.4 m = 103.0 ft
Approach Spans: 0
Skew: 37
Width, Roadway: 32.9 m = 107.9 ft (7 Lanes) and Out-To-Out: 37.1 m = 121.7 ft for a 32.9 m = 107.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Norwalk [56060]: Fairfield County [001], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
0.2 MI S OF NORWALK RV

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: M 18 / H 20 [4]
Operating: 90.5 metric ton = 99.6 tons (Load Factor(LF) [1])
Inventory: 54.3 metric ton = 59.7 tons (Load Factor(LF) [1])

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: November 2020 [1120] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 129400 (2017) and Trucks: 9%
Future ADT: 192275 (In 2037 )

I-95 TR 803 over MNRR & CRESCENT ST (Route: 95)
Num:3563x
Open: no restriction [A]
Built: 1970, Reconstructed: 1993
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: Bituminous [6]

Bridge Dimensions
Length: 82.3 m = 270.0 ft
Main Spans: 3 at 31.1 m = 102.0 ft
Approach Spans: 0
Skew: 26
Width, Roadway: 11.6 m = 38.1 ft (2 Lanes) and Out-To-Out: 14.8 m = 48.6 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Norwalk [56060]: Fairfield County [001], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
ROUTE I-95 SB EXIT 15

Condition
Deck: Fair [5]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 68.9 metric ton = 75.8 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: 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: November 2020 [1120] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 17900 (2017) and Trucks: 9%
Future ADT: 26598 (In 2037 )

I-95 ON RAMP over DRAINAGE (Route: 95)
Num:7023x
Open: no restriction [A]
Built: 1955, 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] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 10 m = 32.8 ft
Main Spans: 1 at 10 m = 32.8 ft
Approach Spans: 2
Skew: 75
Width, Roadway: 0 m = 0.0 ft (1 Lanes) and Out-To-Out: 0 m = 0.0 ft for a 9 m = 29.5 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Norwalk [56060]: Fairfield County [001], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
WEST AVE INTERSECTION

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design:
Operating: 99.9 metric ton = 109.9 tons ()
Inventory: 99.9 metric ton = 109.9 tons ()

Appraisal
Structural: Basically intolerable requiring high priority of replacement [2]
Deck Geometry: N/A [N]
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: February 2020 [0220] and Frequency: 12

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 10700 (2017) and Trucks: 5%
Future ADT: 15899 (In 2037 )

INTERSTATE-95 over WEST AVENUE (Route: 95)
Num:57x
Open: no restriction [A]
Built: 1956, 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): 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: 26.8 m = 87.9 ft
Main Spans: 1 at 25.3 m = 83.0 ft
Approach Spans: 0
Skew: 9
Width, Roadway: 33.1 m = 108.6 ft (7 Lanes) and Out-To-Out: 35.4 m = 116.1 ft for a 32.9 m = 107.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Norwalk [56060]: Fairfield County [001], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
160 FT N OF US ROUTE 7

Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 18 / H 20 [4]
Operating: 90.2 metric ton = 99.2 tons (Load Factor(LF) [1])
Inventory: 54.1 metric ton = 59.5 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 2020 [1120] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 122600 (2017) and Trucks: 9%
Future ADT: 182171 (In 2037 )

US ROUTE 7 & RAMP over I-95 & TR802:RTE 7 RMP 1 (Route: 7)
Num:3562x
Open: no restriction [A]
Built: 1970, Reconstructed: 1999
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: Bituminous [6]

Bridge Dimensions
Length: 104.2 m = 341.9 ft
Main Spans: 2 at 51.2 m = 168.0 ft
Approach Spans: 0
Skew: 14
Width, Roadway: 26.8 m = 87.9 ft (3 Lanes) and Out-To-Out: 29.3 m = 96.1 ft for a 26.8 m = 87.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Norwalk [56060]: Fairfield County [001], Connecticut [09]
Owned by State Highway Agency [01], DOT District: 3
INTERSTATE-95 EXIT 15

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 52.8 metric ton = 58.1 tons (Load and Resistance Factor Rating (LRFR) rating reported by rating factor (RF) method using HL-93 loadings [8])
Inventory: 40.8 metric ton = 44.9 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: 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: February 2020 [0220] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 48300 (2017) and Trucks: 6%
Future ADT: 71769 (In 2037 )