Church_St_Bridge_(00951)_2025_inspection_report.pdf

00951Bridge Number

52070 - NEW HAVEN

06/09/2025

Inspection Type

Inspection Date

Routine (SNBI)

Report Title Page

Project No.: 170-3590 – Routine Inspections, NHS

Structure: 00951, Church St South #1 over Route 34, New Haven

Inspected By: Consor North America, Inc. Inspection Date: 6/9/2025

Professional Certification:

I hereby certify that this report, including all its contents, has been approved by me, and that I am a duly licensed professional engineer under the laws of the State of Connecticut.

PM / QAQC: Yaroslav Skoplyak, PE

CT License No.: 30782 Date: 6/30/2025

Latitude:

Longitude:

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

52070Municipality:

Component:

In-Depth - 1

Concrete Superstructure

Concrete beams and parapets: 100% of suspected areas plus 25% of areas showing no apparent deterioration over the travelway shall be sounded.

Comments:

Access Requirements:

30' lift, lane shifts on Service Drive

06/21/2017Last Inspected: 120Frequency: Inspection Due Date: 06/21/2027

In-Depth Components

00951Bridge: CHURCH ST SOUTH #1Carried:

SERVICE DRIVECrossed:Town: 52070 - NEW HAVEN

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

B.ID.02: Bridge Name

B.ID.01: Bridge Number

B.L - Bridge Location

B.L.01: State Code

B.ID.03: Previous Bridge Number

B.L.05: Latitude

B.L.04: Highway Agency District

B.L.03: Place Code

B.L.02: County Code

B.CL - Bridge Classification

B.L.07: Border Bridge Number

B.L.06: Longitude

B.CL.03: Federal or Tribal Land Access

B.CL.02: Maintenance Responsibility

B.CL.01: Owner

B.L.08: Border Bridge State or Country Code

B.L.11: Bridge Location

B.L.10: Border Bridge Designated Lead State

B.L.09: Border Bridge Inspection Responsibility

B.L.12: Metropolitan Planning Organization

B.CL.06: Emergency Evacuation Designation

B.CL.05: Toll

B.CL.04: Historic Significance

B.ID - Bridge Identification 00951

9 - Connecticut

009 - New Haven County

52070 - NEW HAVEN

03 - District 3

41.302458

-72.928483

L03 - City or municipal highway agency

L03 - City or municipal highway agency

N - Not applicable

BTWN MLK JR. BLVD AND SO. FRONTAGE ROAD

SCRCOG - South Central Regional

N - Bridge is not eligible for the National Register, and is not in a historic district eligible for the National Register

N - Bridge does not carry a toll road and is not a toll bridge

N - Not an emergency evacuation route

B.RH.02: Transitions

B.RH.01: Bridge Railings

B.RH - Roadside Hardware

Y-T

I0-T

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

B.G.03: Maximum Span Length

B.G.02: Total Bridge Length

B.G.01: NBIS Bridge Length

B.G.07: Left Curb or Sidewalk Width

B.G.06: Bridge Width Curb-to-Curb

B.G.05: Bridge Width Out-to-Out

B.G.04: Minimum Span Length

B.G.08: Right Curb or Sidewalk Width

B.G.11: Skew

B.G.10: Bridge Median

B.G.09: Approach Roadway Width

B.G.15: Irregular Deck Area

B.G.14: Sidehill Bridge

B.G.13: Maximum Bridge Height

B.G.12: Curved Bridge

B.G.16: Calculated Deck Area

B.G - Bridge Geometry

158.9

163.2

84.5

74.4

82.5

60.0

10.0

10.0

60.0

0 - No median

N - Not curved

N

13464

B.C - Bridge Condition

B.C.04: Culvert Condition Rating

B.C.03: Substructure Condition Rating

B.C.01: Deck Condition Rating

B.C.02: Superstructure Condition Rating

B.C.08: Bridge Joints Condition Rating

B.C.07: Bridge Bearings Condition Rating

B.C.06: Bridge Railing Transitions Condition Rating

B.C.05: Bridge Railing Condition Rating

B.AP - Bridge Appraisal

B.AP.03: Scour Vulnerability

B.AP.01: Approach Roadway Alignment

B.AP.02: Overtopping Likelihood

B.C.12: Bridge Condition Classification

B.C.11: Scour Condition Rating

B.C.10: Channel Protection Condition

B.C.09: Channel Condition Rating

B.C.15: Underwater Inspection Condition

B.C.14: NSTM Inspection Condition

B.C.13: Lowest Condition Rating Code

B.AP.05: Seismic Vulnerability

B.AP.04: Scour Plan of Action

6 - SATISFACTORY - Widespread minor or isolated moderate defects.

6 - SATISFACTORY - Widespread minor or isolated moderate defects.

6 - SATISFACTORY - Widespread minor or isolated moderate defects.

N - NOT APPLICABLE - Component does not exist.

6 - SATISFACTORY - Widespread minor or isolated moderate defects.

8 - VERY GOOD - Some inherent defects.

7 - GOOD - Some minor defects.

5 - FAIR - Some moderate defects.

G - Good

N - NOT APPLICABLE - Bridge does not cross over water.

N - NOT APPLICABLE - Bridge does not cross over water or channel protection devices do not exist.

N - NOT APPLICABLE - Bridge does not cross over water.

F - Fair

0 - Seismic evaluation not completed.

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

M01

C03 - Prestressed concrete - pre-tensioned

1 - Simple or single span

B02 - Box girder/beam - multiple adjacent

M01 - Membrane - built-up

IM - Integral or monolithic

C03 - Prestressed concrete - pre-tensioned

B01 - Bituminous (asphalt)

M01 - Membrane - built up

C01 - Coating - epoxy coated

0 - None

B.SP.02: Number of Spans

B.SP.01: Span Configuration Designation

B.SP.07: Span Protective System

B.SP.06: Span Type

B.SP.05: Span Continuity

B.SP.04: Span Material

B.SP.08: Deck Interaction

B.SP.09: Deck Material and Type

B.SP.10: Wearing Surface

B.SP.11: Deck Protective System

B.SP.12: Deck Reinforcing Protective System

B.SP.13: Deck Stay-In-Place Forms

B.SP.03: Number of Beam Lines

B.SP - Bridge Span Material and Tpye

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

P01

C01 - Reinforced concrete - cast-in-place

P01 - Pier - wall

0 - None

P03 - Pile - concrete, cast-in-place

0 - None

B.SB.01: Substructure Configuration Designation

B.SB.02: Number of Substructure Units

B.SB.03: Substructure Material

B.SB.04: Substructure Type

B.SB.05: Substructure Protective System

B.SB.06: Foundation Type

B.SB.07: Foundation Protective System

A01

C01 - Reinforced concrete - cast-in-place

A01 - Abutment - cantilever/wall

0 - None

P03 - Pile - concrete, cast-in-place

0 - None

B.SB.01: Substructure Configuration Designation

B.SB.02: Number of Substructure Units

B.SB.03: Substructure Material

B.SB.04: Substructure Type

B.SB.05: Substructure Protective System

B.SB.06: Foundation Type

B.SB.07: Foundation Protective System

B.SB - Bridge Substructure Material and Type

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

H01

C - Carried on bridge

CHURCH STREET

3 - Principal Arterial - Other

62407 - New Haven

Y - NHS

N - Not on the NHFN

N - Not a STRAHNET route

0.26

99.9

99.9

60.0

B.H.09: Annual Average Daily Traffic

B.H.08: Lanes on Highway

B.H.07: LRS Mile Point

B.H.15: Highway Minimum Horizontal Clearance, Right

B.H.14: Highway Minimum Horizontal Clearance, Left

B.H.13: Highway Minimum Vertical Clearance

B.H.12: Highway Maximum Usable Vertical Clearance

B.H.18: Crossing Bridge Number

B.H.17: Bypass Detour Length

B.H.16: Highway Maximum Usable Surface Width

B.RR.03: Railroad Minimum Horizontal Offest

B.RR.02: Railroad Minimum Vertical Clearance

B.RR.01: Railroad Service Type

B.N.04: Navigation Channel Width

B.N.03: Movable Bridge Max Navigation Vert Clearance

B.N.02: Navigation Minimum Vertical Clearance

B.N.01: Navigable Waterway

B.N.06: Substructure Navigation Protection

B.N.05: Navigation Channel Min Horizontal Clearance

B.H.11: Year of Annual Average Daily Traffic

B.F.02: Feature Location

B.F.01: Feature Type

B.H.02: Urban Code

B.H.01: Functional Classification

B.F.03: Feature Name

B.H.06: LRS Route ID

B.H.05: STRAHNET Designation

B.H.04: National Highway Freight Network

B.H.03: NHS Designation

B.H.10: Annual Average Daily Truck Traffic

B.F - Bridge Feature Identification

B.H - Bridge Highway Feature

B.R - Bridge Railroad Feature

B.N - Bridge Navigable Waterway Feature

B.F - Bridge Features

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

P01

C - Carried on bridge

SIDEWALKS

B.H.09: Annual Average Daily Traffic

B.H.08: Lanes on Highway

B.H.07: LRS Mile Point

B.H.15: Highway Minimum Horizontal Clearance, Right

B.H.14: Highway Minimum Horizontal Clearance, Left

B.H.13: Highway Minimum Vertical Clearance

B.H.12: Highway Maximum Usable Vertical Clearance

B.H.18: Crossing Bridge Number

B.H.17: Bypass Detour Length

B.H.16: Highway Maximum Usable Surface Width

B.RR.03: Railroad Minimum Horizontal Offest

B.RR.02: Railroad Minimum Vertical Clearance

B.RR.01: Railroad Service Type

B.N.04: Navigation Channel Width

B.N.03: Movable Bridge Max Navigation Vert Clearance

B.N.02: Navigation Minimum Vertical Clearance

B.N.01: Navigable Waterway

B.N.06: Substructure Navigation Protection

B.N.05: Navigation Channel Min Horizontal Clearance

B.H.11: Year of Annual Average Daily Traffic

B.F.02: Feature Location

B.F.01: Feature Type

B.H.02: Urban Code

B.H.01: Functional Classification

B.F.03: Feature Name

B.H.06: LRS Route ID

B.H.05: STRAHNET Designation

B.H.04: National Highway Freight Network

B.H.03: NHS Designation

B.H.10: Annual Average Daily Truck Traffic

B.F - Bridge Feature Identification

B.H - Bridge Highway Feature

B.R - Bridge Railroad Feature

B.N - Bridge Navigable Waterway Feature

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

H02

B - Below bridge

SERVICE DRIVE

7 - Local

62407 - New Haven

N - Non-NHS

N - Not on the NHFN

N - Not a STRAHNET route

14.8

14.3

2.5

57.8

B.H.09: Annual Average Daily Traffic

B.H.08: Lanes on Highway

B.H.07: LRS Mile Point

B.H.15: Highway Minimum Horizontal Clearance, Right

B.H.14: Highway Minimum Horizontal Clearance, Left

B.H.13: Highway Minimum Vertical Clearance

B.H.12: Highway Maximum Usable Vertical Clearance

B.H.18: Crossing Bridge Number

B.H.17: Bypass Detour Length

B.H.16: Highway Maximum Usable Surface Width

B.RR.03: Railroad Minimum Horizontal Offest

B.RR.02: Railroad Minimum Vertical Clearance

B.RR.01: Railroad Service Type

B.N.04: Navigation Channel Width

B.N.03: Movable Bridge Max Navigation Vert Clearance

B.N.02: Navigation Minimum Vertical Clearance

B.N.01: Navigable Waterway

B.N.06: Substructure Navigation Protection

B.N.05: Navigation Channel Min Horizontal Clearance

B.H.11: Year of Annual Average Daily Traffic

B.F.02: Feature Location

B.F.01: Feature Type

B.H.02: Urban Code

B.H.01: Functional Classification

B.F.03: Feature Name

B.H.06: LRS Route ID

B.H.05: STRAHNET Designation

B.H.04: National Highway Freight Network

B.H.03: NHS Designation

B.H.10: Annual Average Daily Truck Traffic

B.F - Bridge Feature Identification

B.H - Bridge Highway Feature

B.R - Bridge Railroad Feature

B.N - Bridge Navigable Waterway Feature

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

R01

EW - Eastbound and Westbound

5 - City street

1 - Mainline

H02 - Highway 2Highway Feature

B.RT.01: Route Designation

B.RT.02: Route Number

B.RT.03: Route Direction

B.RT.04: Route Type

B.RT.05: Service Type

R01

NS - Northbound and Southbound

5 - City street

1 - Mainline

H01 - Highway 1Highway Feature

B.RT.01: Route Designation

B.RT.02: Route Number

B.RT.03: Route Direction

B.RT.04: Route Type

B.RT.05: Service Type

B.RT - Bridge Routes

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

PO - OpenB.PS.01: Load Posting Status: B.PS.02: Posting Status Change Date:

B.LP - Bridge Load Posting Events

B.LR - Bridge Load Rating

0.87

HS20 - HS-20

LFR - Load Factor Rating

1.55

B.LR.01: Design Load

B.LR.02: Design Method

B.LR.03: Load Rating Date

B.LR.04: Load Rating Method

B.LR.05: Inventory Load Rating Factor

B.LR.06: Operating Load Rating Factor

B.LR.07: Controlling Legal Load Rating Factor

B.LR.08: Routine Permit Loads

Specialized Hauling

Emergency Vehicles

B.EP.01: Legal Load Configuration B.EP.02: Legal Load

B.EP.03: Posting Type B.EP.04: Posting Value

Tons

Tons

Tons

Tons

Tons

Tons

Tons

Tons

Tons

Legal Vehicles

(3-3) Type 3-3

(3S2) Type 3S2

(3) Type 3

(SU7) SU7 truck

(SU6) SU6 truck

(SU5) SU5 truck

(SU4) SU4 truck

(EV3) Type EV3 emergency vehicle

(EV2) Type EV2 emergency vehicle

B.EP - Bridge Evaluation and Posting

Vehicles (SHV)

Rating Factor

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

Initial

B.IR - Bridge Inspection Requirements B.IR.01: NSTM Inspection Required

B.IR.02: Fatigue Details

N - Bridge does not have complex feature

B.IR.03: Underwater Inspection Required

B.IR.04: Complex Feature

B.IE - Bridge Inspection Events

(1) Initial

Routine

(2) Routine 06/09/2025 06/09/2025

1 - Method 1 06/30/2025 07/16/2025 06/30/2025

A02 - Bucket lift vehicle

Underwater

(3) Underwater

B.IE.03: Inspection Completion Date B.IE.02: Inspection Begin Date B.IE.01: Inspection Type

B.IE.07: Risk-Based Inspection Interval Method B.IE.06: Inspection Due Date B.IE.05: Inspection Interval B.IE.04: Nationally Certified Bridge Inspector

B.IE.10: Inspection Data Update Date B.IE.09: Inspection Quality Assurance Date B.IE.08: Inspection Quality Control Date

B.IE.12: Inspection Equipment

B.IE.11: Inspection Note

B.IE.03: Inspection Completion Date B.IE.02: Inspection Begin Date B.IE.01: Inspection Type

B.IE.07: Risk-Based Inspection Interval Method B.IE.06: Inspection Due Date B.IE.05: Inspection Interval B.IE.04: Nationally Certified Bridge Inspector

B.IE.10: Inspection Data Update Date B.IE.09: Inspection Quality Assurance Date B.IE.08: Inspection Quality Control Date

B.IE.12: Inspection Equipment

B.IE.11: Inspection Note

B.IE.03: Inspection Completion Date B.IE.02: Inspection Begin Date B.IE.01: Inspection Type

B.IE.07: Risk-Based Inspection Interval Method B.IE.06: Inspection Due Date B.IE.05: Inspection Interval B.IE.04: Nationally Certified Bridge Inspector

B.IE.10: Inspection Data Update Date B.IE.09: Inspection Quality Assurance Date B.IE.08: Inspection Quality Control Date

B.IE.12: Inspection Equipment

B.IE.11: Inspection Note

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

NSTM

(4) NSTM

Damage

(5) Damage

In-Depth

(6) In-Depth

B.IE.03: Inspection Completion Date B.IE.02: Inspection Begin Date B.IE.01: Inspection Type

B.IE.07: Risk-Based Inspection Interval Method B.IE.06: Inspection Due Date B.IE.05: Inspection Interval B.IE.04: Nationally Certified Bridge Inspector

B.IE.10: Inspection Data Update Date B.IE.09: Inspection Quality Assurance Date B.IE.08: Inspection Quality Control Date

B.IE.12: Inspection Equipment

B.IE.11: Inspection Note

B.IE.03: Inspection Completion Date B.IE.02: Inspection Begin Date B.IE.01: Inspection Type

B.IE.07: Risk-Based Inspection Interval Method B.IE.06: Inspection Due Date B.IE.05: Inspection Interval B.IE.04: Nationally Certified Bridge Inspector

B.IE.10: Inspection Data Update Date B.IE.09: Inspection Quality Assurance Date B.IE.08: Inspection Quality Control Date

B.IE.12: Inspection Equipment

B.IE.11: Inspection Note

B.IE.03: Inspection Completion Date B.IE.02: Inspection Begin Date B.IE.01: Inspection Type

B.IE.07: Risk-Based Inspection Interval Method B.IE.06: Inspection Due Date B.IE.05: Inspection Interval B.IE.04: Nationally Certified Bridge Inspector

B.IE.10: Inspection Data Update Date B.IE.09: Inspection Quality Assurance Date B.IE.08: Inspection Quality Control Date

B.IE.12: Inspection Equipment

B.IE.11: Inspection Note

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

Special

(7) Special

Service

(8) Service or frontage road

Scour Monitoring

(9) Scour Monitoring

B.IE.03: Inspection Completion Date B.IE.02: Inspection Begin Date B.IE.01: Inspection Type

B.IE.07: Risk-Based Inspection Interval Method B.IE.06: Inspection Due Date B.IE.05: Inspection Interval B.IE.04: Nationally Certified Bridge Inspector

B.IE.10: Inspection Data Update Date B.IE.09: Inspection Quality Assurance Date B.IE.08: Inspection Quality Control Date

B.IE.12: Inspection Equipment

B.IE.11: Inspection Note

B.IE.03: Inspection Completion Date B.IE.02: Inspection Begin Date B.IE.01: Inspection Type

B.IE.07: Risk-Based Inspection Interval Method B.IE.06: Inspection Due Date B.IE.05: Inspection Interval B.IE.04: Nationally Certified Bridge Inspector

B.IE.10: Inspection Data Update Date B.IE.09: Inspection Quality Assurance Date B.IE.08: Inspection Quality Control Date

B.IE.12: Inspection Equipment

B.IE.11: Inspection Note

B.IE.03: Inspection Completion Date B.IE.02: Inspection Begin Date B.IE.01: Inspection Type

B.IE.07: Risk-Based Inspection Interval Method B.IE.06: Inspection Due Date B.IE.05: Inspection Interval B.IE.04: Nationally Certified Bridge Inspector

B.IE.10: Inspection Data Update Date B.IE.09: Inspection Quality Assurance Date B.IE.08: Inspection Quality Control Date

B.IE.12: Inspection Equipment

B.IE.11: Inspection Note

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

1996B.W.02: Year Work Performed ...

B.W.03: Work Performed

B.W - Bridge Work Events 1960B.W.01: Year Built

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

B.C.01: Deck Condition Rating

B.C.05: Bridge Railing Condition Rating

B.C.08: Bridge Joints Condition Rating

B.C.01 - Bridge Condition: Deck

The asphaltic plug deck joints over Abutment 1 and the pier have the following deficiencies:

Northwest catch basin fully clogged with debris and vegetation. CTDOT notified via email on 6/10/2025.

(See Sketches 3 and Photo 14)

The 5' high aluminum mesh fence mounted to parapets has the following deficiencies:

• Isolated missing mesh anchor screws (secure).

• Previously noted fence post to base plate weld cracks and leaning fence at Southeast end has been repaired (See Photo 13).

• Northeast corner has vine growth on fence.

Rating increased from '5' to '7'.

(See Sketches 2 & 3 and Photos 10 & 13)

The reinforced concrete parapets have the following deficiencies:

• Random full height x up to 1/16" wide vertical cracks, with and without efflorescence.

• Southeast exterior face of parapet has 1'-6" wide x 1'-6" long x 2" deep spall with exposed rebar.

• Northwest approach parapet vertically misaligned 1/2" high with respect to bridge parapet.

• Northeast approach parapet laterally misaligned 1/2" with respect to bridge parapet.

• Northeast approach parapet, East face, has a 9" long x 7" high x 4" deep spall covered in vegetation.

• Random deteriorated joint sealant at the parapet joints (See Photo 12).

(See Sketches 2 & 3 and Photos 10 & 12)

The concrete curbs are integral with the sidewalks, refer to “Sidewalks” item.

Average Curb Reveals:

• Left (West) = 9-1/4"

• Right (East) = 12"

The deck is integral with the prestressed concrete adjacent deck units.

Refer to "Overlay" and " Girders" items.

The bituminous overlay has the following deficiencies:

• Random 1/2" wide cracks, some previously sealed.

• Wheel line rutting up to 1/2" deep.

• Bike lanes have up to 1/2" deep raveling throughout.

• Span 2, Southbound bike lane has a full length x up to 1" wide crack.

• Span 2, Northbound right lane has heavy wheel rutting up to 1" deep and up to 3/4" wide map cracks.

• Paved over joint at Abutment 2 has up to 8' wide x 18" long x 1-1/2" deep pothole/ deteriorated pavement with exposed steel plate (See Photo 9). CTDOT notified via email on 6/10/2025.

(See Sketches 2 & 3 and Photos 8 & 9)

N

N

N

N

Drains

Fence

Railing

Median

Curbs

Deck - Str. Condition

Overlay

The concrete sidewalks with integral curbs have the following deficiencies:

• Random map cracks.

• Edge chipping up to 3/4" deep.

• Random up to 1-1/2" deep scale and isolated spalls up to 2" deep.

• Minor debris and sand accumulation along West parapet.

• Northwest sidewalk, adjacent to paved over Abutment 2 joint has a corner spall that is 4' long x full height x 5" deep (See Photo 11).

• West sidewalk has areas of spall up to 1" deep.

(See Sketches 2 & 3 and Photos 10 & 11)

6Sidewalks

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

B.C.02 - Bridge Condition - Superstructure

B.C.01 - Bridge Condition: Deck Approach

B.C.02: Superstructure Condition Rating

B.C.06: Bridge Railing Transitions Condition Rating

B.C.07: Bridge Bearings Condition Rating

8 - VERY

GOOD -

Some inherent defects.

• Joint over Abutment 1 has up to intermittent full length x 1/2" wide adhesion and cohesion cracks (See Photo 15).

• Exposed aggregate throughout.

• Southbound left lane joint over pier has 3' wide x 18" long x 1-1/2" deep pothole/ deterioration with exposed steel plate (See Photo 16). CTDOT notified via email on 6/10/2025.

Areas of active leakage noted below the deck joints.

Refer " Overlay" item.

(See Sketches 2 & 3 and Photos 15 & 16)

The metal beam guide rails at the Southwest, Northwest and Northeast corners are new and have the following deficiency:

• Northwest guide rail has a 15' long area of impact damage with (4) tipped/leaning posts (See Photo 17). CTDOT notified via email on 6/10/2025.

(See Sketches 2 & 3 and Photo 17)

The bituminous approach pavements have the following deficiencies:

• South approach has paving seams are open up to 1/4" wide in isolated locations.

• North approach pavement has isolated up to 1/2" wide cracks.

(See Sketches 2 & 3 and Photo 18)

The approach embankments have no significant deficiencies.

6 - Satisfactory

N - Not Applicable

Approach Slab

Overall Rating

N

Girders

Stringers

The adjacent prestressed concrete deck units have the following deficiencies:

• Random horizontal cracks up to 0.014" wide, with and without efflorescence (See Photo 22).

• Random areas of up to heavy efflorescence between deck units.

• Random up to 4" x 2" patches.

• Isolated up to 1'-3" long x 2-1/2" wide x 3-1/2" deep spalls, with and without exposed rebar (See Photos 21 & 25).

• Isolated up to 4" diameter popouts, with and without exposed rebar chairs.

• West fascia and overhang has up to moderate vine growth.

The elastomeric bearings at the abutments and pier have the following deficiencies:

• Random bearings have up to 1/2" curling at top edge.

• Random bearings bulged up to 1/2".

• Span 1, Beam 6 at the pier, West bearing has minor splitting/tearing at the Southeast corner.

• Span 1, Beam 14 at the pier, West bearing is leaning the South.

(See Sketches 4 - 7 and Photo 19)

Northwest bridge rail transition has no significant deficiency.

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

B.C.03 - Bridge Condition - Substructure B.C.03: Substructure Condition Rating 6

No N - Not Applicable

Movable Inspection System

No N - Not Applicable

Catwalks

No N - Not Applicable

N

N

N

N

N

N

N

N

N

N

N

N

Stand Pipes

Vibration Under Load

Deflection Under Load

Member Alignment

Collision Damage

Concrete Cracking

Timber Decay

Welds - Cracks

Rivets & Bolts

Machinery Movable Span

Rust

Paint

Trusses - Bracing

Trusses - Portals

Trusses - General

Floor Beams

(N): Normal; (E): Excessive

(N): Normal; (E): Excessive

The members are out of alignment at the following location:

• Deck units have up to 2" high vertical misalignment between beams (See Photo 26).

(See Sketches 4 - 7 and Photo 26)

There is collision damage at the following locations:

• Random deck unit undersides have scrapes.

• Fascia beams have isolated up to 4" long x 3" high x 1/2" deep gouges.

(See Sketches 4 - 7)

Refer to "Girders" item.

• Span 1, Beam 20 and Span 2, Beam 1 at pier have deteriorated/pushed out joint material up to 4" long between beam and cheekwall (See Photo 23).

• Span 1, Beam 1, West face near pier has (3) locations with (4) drilled holes each from previously removed sign.

• Span 2, Beam 7 underside has a 1'-2" long x 2" wide hollow area with a 3/16" wide boundary crack with rust stains (See Photo 24).

(See Sketches 4 - 7 and Photos 20 - 25)

The reinforced concrete abutment stems have the following deficiencies:

• Random horizontal, vertical and areas of map cracks up to 1/8" wide, with and without efflorescence and rust stains (See Photo 30).

• Random deteriorated rub coat.

• Up to moderate graffiti, mostly on Abutment 2.

• Random light scale.

• Active and evidence of past leakage with moderate silt stains.

• Isolated up to 5'-6" wide x 1'-6" high hollow areas.

• Isolated up to 1' wide x 10" high x 2" deep spalls, with and without exposed rebar (See Photo 29).

Access to Abutment 2 is limited due to homeless debris.

(See Sketches 8 & 9 and Photos 27 - 30)

6Abutments - Stem

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

B.C.09, 10, 11 - Channel, Condition, and Scour B.C.09: Channel Condition Rating

Moderate debris along Abutment 2 stem, Wingwall 2B and Pier (South elevation); People are living under the bridge (span 2) with debris/ trash impeding inspection (See Photos 28 & 34).

CTDOT notified via email on 6/10/2025.

Rating revised from 'N' to '6'.

(See Sketches 9 & 13 and Photos 28 & 34)

None noted.

Not visible.

The reinforced concrete solid pier wall has the following deficiencies:

• Isolated light graffiti.

• Random horizontal, diagonal, vertical and areas of map cracks up to 1/16" wide, with and without efflorescence and rust.

• East cheek wall has a 6" long x 4" high x 2" deep spall on top.

• Both fascias have active and evidence of leakage with silt stains.

Rating lowered from '7' to '6'.

(See Sketches 12 & 13 and Photos 33 & 34)

N

N

Debris

Collision Damage

Piers/Bents - Footings

Piers/Bents - Columns

Piers/Bents - Pile Bent

Refer to "Abutments - Stem", "Abutments - Backwall", "Abutments - Wingwalls" and "Piers/Bent

- Columns" items.

The reinforced concrete wingwalls have the following deficiencies:

• Wingwall 2B could not be accessed due to debris from people living under the bridge.

• Wingwall 2A could not be accessed due to heavy vegetation/vine growth and moderate debris and trash (See Photo 32).

• Wingwall 2A has area of map cracking and a 8' long x 10" high hollow area.

(See Sketches 10 & 11 and Photos 31 & 32)

None noted.

Not visible.

N

N

N

N

N

Timber Decay

Paint

Steel Corrosion

Concrete Crack - Spall

Piers/Bents - Caps

Abutments - Wingwalls

Abutments - Settlement

Abutments - Footings

Erosion: Rating 8.

Scour: N/A

None noted.

Not visible.

N

Erosion - Scour

Piers/Bents - Settlement

Abutments - Backwall

B.C.04 - Culvert Condition B.C.04: Culvert Condition Rating N

N

N

N

N

N

Footing

Retaining Wall System

Debris

Headwall

Barrel

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

B.C.10: Channel Protection Condition Rating

B.C.11: Scour Condition Rating N

N

N

N

N

N

N

N

N

Spur Dikes and Jetties

Fender - System

Channel Change

Vegetation

Debris

Embankment - Erosion

Heavy volume of mixed weight traffic.Character of Traffic

• There is (1) new Work Maintenance Item associated with this inspection report (Work Maintenance IDs:

00951-2025-0010).

• There are (2) existing Work Maintenance Items associated with this inspection report (Work Maintenance IDs:

00951-2023-0007 and 00951-2023-0008). Work Maintenance item 00951-2023-0008 has been updated to reflect current condition.

• Work Maintenance Item 00951-2023-0007 has been addressed and can be removed.

• There is evidence of people living under span 2 along abutment 2 and North side of of the pier; the debris in these areas impedes inspection.

• Previously noted 14'-0" posting on Southwest of the bridge was removed due to construction. Construction around the bridge appears to be done; the bridge should now be posted for 14'-1". CTDOT notified via email on 6/23/2025.

• Bridge Identification Number is in place and legible.

• Bridge is logged from South to North with Girder 1 at the West fascia, which is consistent with the previous inspection report.

• Bridge was inspected 40' bucket truck with vendor provided traffic control, flaggers and state police performing single lane closures.

Additional Comments

Additional Notes

Additional Comments

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

Environment Total Quantity Units Condition

State 1 Condition

State 2 Condition

State 3 Condition

State 4

15-Prestressed Concrete Top Flange

Mod. 13464 sq. ft. 13297 160 7 0

1110-Cracking (PSC) 167 0 160 7 0

510-Wearing Surfaces 9780 sq. ft. 8470 1100 210 0

3210-Delamination/Spall/Patched Area/Pothole (Wearing Surfaces)

10 0 0 10 0

3230-Effectiveness (Wearing Surface) 1300 0 1100 200 0

104-Prestressed Concrete Closed Web/Box Girder

Mod. 3260 ft. 2374 795 91 0

1080-Delamination/Spall/Patched Area 14 0 6 8 0

1110-Cracking (PSC) 34 0 31 3 0

1120-Efflorescence/Rust Staining 732 0 652 80 0

7000-Damage 106 0 106 0 0

210-Reinforced Concrete Pier Wall Mod. 83 ft. 57 21 5 0

1080-Delamination/Spall/Patched Area 4 0 3 1 0

1130-Cracking (RC and Other) 22 0 18 4 0

215-Reinforced Concrete Abutment

Mod. 165 ft. 117 42 6 0

1080-Delamination/Spall/Patched Area 10 0 10 0 0

1090-Exposed Rebar 1 0 1 0 0

1120-Efflorescence/Rust Staining 12 0 12 0 0

1130-Cracking (RC and Other) 25 0 19 6 0

306-Other Joint Mod. 121 ft. 89 0 32 0

2310-Leakage 32 0 0 32 0

310-Elastomeric Bearing Mod. 160 each 137 23 0 0

2230-Bulging, Splitting, or Tearing 23 0 23 0 0

331-Reinforced Concrete Bridge Railing

Mod. 326 ft. 160 164 2 0

1080-Delamination/Spall/Patched Area 2 0 0 2 0

1120-Efflorescence/Rust Staining 82 0 82 0 0

1130-Cracking (RC and Other) 82 0 82 0 0

Inspector:

Inspection Date:

Structure Number:

Facility Carried:

Inspection Report Routine (SNBI)

00951

06/09/2025 CHURCH ST SOUTH #1

Locke,David

Sketches Inspection type:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Form: Asset Photos

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Bridge Identification Number Photo Number: 1 Photo Taken: 06/09/2025

Left (West) Bridge Elevation Photo Number: 2 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Right (East) Bridge Elevation Photo Number: 3 Photo Taken: 06/09/2025

Bridge from South Approach Photo Number: 4 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Bridge from North Approach Photo Number: 5 Photo Taken: 06/09/2025

South Approach from Bridge Photo Number: 6 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

North Approach from Bridge Photo Number: 7 Photo Taken: 06/09/2025

Bituminous Bridge Overlay, Span 1 Photo Number: 8 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Paved over Joint at Abutment 2

Note: 8' wide x 6" long x 1" deep pothole with exposed steel plate.

Photo Number: 9 Photo Taken: 06/09/2025

Right (East) Sidewalk, Parapet, and Fence Photo Number: 10 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

West (Left ) sidewalk near Abutment 2

Note: 4' long x full height x 5" deep corner spall.

Photo Number: 11 Photo Taken: 06/09/2025

East Parapet at Pier

Note: Deteriorated joint sealant.

Photo Number: 12 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Southeast Approach Fence

Note: Previously noted weld cracks and leaning fence has been repaired.

Photo Number: 13 Photo Taken: 06/09/2025

Catch Basin at Northwest Approach

Note: 100% clogged.

Photo Number: 14 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Asphaltic Plug Joint over Abutment 1

Note: Intermittent full length x up to 1/2" wide adhesion and cohesion cracks.

Photo Number: 15 Photo Taken: 06/09/2025

Asphaltic Plug Joint over Pier, Southbound Left Lane

Note: 3' wide x 18" long x 1-1/2" deep pothole / deteriorated joint with exposed steel plate.

Photo Number: 16 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Northwest Approach Guide Rail

Note: 15' long Impact damage with (4) tilted/ twisted posts.

Photo Number: 17 Photo Taken: 06/09/2025

North Approach Pavement Photo Number: 18 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Typical Elastomeric Bearing at Pier (DU 15) Photo Number: 19 Photo Taken: 06/09/2025

Underside of Deck Units (Span 1) Photo Number: 20 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Span 1, Deck Unit 11 near Mid-span

Note: 14" long x 6" wide x 1-1/2" deep spall.

Photo Number: 21 Photo Taken: 06/09/2025

Span 1, Beam 20, East Web at Pier

Note: 40" long x 0.006" wide longitudinal crack.

Photo Number: 22 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Span 1, Deck Unit 20 at Pier

Note: Joint material deteriorated/pushed out.

Photo Number: 23 Photo Taken: 06/09/2025

Span 2, Deck Unit 7 near Abutment 2

Note: 1'-2" long x 2" wide hollow area with 3/16" wide boundary crack and rust stains (over dirt).

Photo Number: 24 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Span 2, Deck Unit 20

Note: Spalls up to 1" deep.

Photo Number: 25 Photo Taken: 06/09/2025

Typical Vertical Misalignment between Deck Units Photo Number: 26 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Abutment 1 Elevation Photo Number: 27 Photo Taken: 06/09/2025

Abutment 2 Elevation

Note: Areas of homeless debris.

Photo Number: 28 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Abutment 1 under Deck Unit 15

Note: 2'-6" high x 2'-6" wide hollow area with adjacent spall up to 2" deep.

Photo Number: 29 Photo Taken: 06/09/2025

Abutment 1, East End

Note: 1'-6" wide x 10" high hollow area with a 1'-8" long x 1/8" wide crack with rust and heavy efflorescence.

Photo Number: 30 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Wingwall 1A Elevation Photo Number: 31 Photo Taken: 06/09/2025

Wingwall 2A Elevation

Note: Heavy vine growth impeding inspection.

Photo Number: 32 Photo Taken: 06/09/2025

Inspection Date:

Inspected by:

6/09/2025 Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE

NHS

Routine (SNBI)

CONSOR Engineers

Town:

Carried:

Crossed:

Inventory Route:

Pier, South Elevation Photo Number: 33 Photo Taken: 06/09/2025

Pier, North Elevation

Note: Construction and trash debris along the base.

Photo Number: 34 Photo Taken: 06/09/2025

Assigned To:Status: Open Work Item ID: 00951-2025-0010

Priority:Date Issued: 06/20/2025 Routine Repair Deficiency:

Comments: • West (Left) sidewalk near abutment 2 has a 4' long x full height x 5" deep corner spall.

• West (Left) sidewalk near pier has a 3' wide x 3' long area of spall with up to 16" wide x 12" long x 1" deep.

Date Completed: Actual Quantity:

West (Left ) sidewalk near Abutment 2

Note: 4' long x full height x 5" deep corner spall.

Sidewalk/ Safety Walk Structural Component: N/A

Form: Maintenance Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE NHS

Town:

Carried:

Crossed: Inventory Route:

Assigned To:Status: Bridge Maintenance Garage

District_3 Bridge Work Item ID: 00951-2023-0008

Priority:Date Issued: 07/11/2023 Routine Repair Deficiency:

Comments: Consor Update 2025

• Joint over Abutment 1 has up to intermittent full length x 1/2" wide adhesion and cohesion cracks.

• Joint over pier has a 3' wide x 18" long x 1-1/2" deep pothole/ deteriorated joint with exposed steel plate.

Evidence of leakage noted below the deck joints.

Date Completed: Actual Quantity:

Asphaltic Plug Joint over Pier, Southbound Left Lane

Note: 3' wide x 18" long x 1-1/2" deep pothole / deteriorated joint with exposed steel plate.

Deck Joint Structural Component: Deck

Form: Maintenance Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE NHS

Town:

Carried:

Crossed: Inventory Route:

Form: Maintenance Bridge No: 00951

NEW HAVEN

CHURCH ST SOUTH #1

SERVICE DRIVE NHS

Town:

Carried:

Crossed: Inventory Route:

Assigned To:Status: Bridge Maintenance Garage

District_3 Bridge Work Item ID: 00951-2023-0007

Priority:Date Issued: 07/11/2023 Priority Repair Deficiency:

Comments: The end of the fence mounted on top of the southeast approach retaining wall has impact damage with dents / distortions to the metal mesh. The end (3) vertical post-to-base plate welds are cracked / broken around the full perimeter and the posts are leaning north. The end (3) connections between the top horizontal rail and mesh are broken-off and the end (2) connections between the bottom horizontal rail and mesh are broken-off.

Date Completed: Actual Quantity:

Fence Structural Component: N/A

Affected Area : Create Report Section.

Section Name : Table of Contents

Section Type : TOC

Detailed Message : This application will be terminated because it was built without a license for SectionReport.