Public Works Committee Meeting — Agenda Packet

CITY OF MAYVILLE PUBLIC WORKS COMMITTEE MEETING AGENDA AUGUST 24, 2026 6:00 PM MAYVILLE CITY HALL 15 S. SCHOOL STREET 1. CALL TO ORDER AND ROLL CALL 2. CITIZEN COMMENTS Citizen Comments are to be kept to a maximum of five minutes per speaker unless the chairperson allows an extension of time. Each citizen is to make comments at the podium after stating name and address. Each citizen may comment only one time per public hearing / meeting. 3. APPROVAL OF MINUTES 3.1. Approval of Minutes of the July 27, 2026, Public Works Committee Meeting 4. DISCUSS WITH POSSIBLE ACTION 4.1. Monthly TAG Center Report to the Public Works Committee 4.2. Monthly Department of Public Works and Parks Department Reports to the Public Works Committee 4.3. Discussion and Review of 2026 City of Mayville Bridge Inspections, and Possible Recommendations for Any Needed Repairs 5. ADJOURNMENT Ald. Anthony DeBaker, Presiding Officer Meeting to immediately follow the Public Safety Committee meeting. NOTE: Persons with disabilities requiring special accommodations for attendance at the meeting should contact City Hall at least one (1) business day prior to the meeting. Page 1 of 59 CITY OF MAYVILLE PUBLIC WORKS COMMITTEE MEETING MINUTES JULY 27, 2026 6:00 PM MAYVILLE CITY HALL 1. CALL TO ORDER AND ROLL CALL The meeting was called to order at 07:20 PM by Ald. Tony DeBaker, with the following roll call: Present: Ald. Tony DeBaker, Ald. Bob Smith, Ald. Kim Olson. Excused: None Absent: None Staff present: DPW/Parks Director Jake Schellpeffer, EMS Director Julie Staffin, EMS Deputy Director Devin Sellnow, TAG Center Director Jess Loomans, Fire Chief Geoff Engel, Police Chief Ryan Toellner, Police Lieutenant Jeremy Johnson, Cameron with Elevated Municipal Consulting, and Clerk/Executive Assistant Anastasia Gonstead. 2. CITIZEN COMMENTS None. 3. APPROVAL OF MINUTES 3.1. Approval of Minutes of the June 22, 2026, Public Works Committee Meeting The motion to approve the minutes of the June 22, 2026, Public Works Committee meeting was made by Ald. Smith and seconded by Ald. DeBaker Ayes: Ald. DeBaker, Ald. Smith, Ald. Olson Nays: None Vote Count: 3 - 0 Motion has Passed 4. DISCUSS WITH POSSIBLE ACTION 4.1. Monthly TAG Center Report to the Public Works Committee TAG Director Jess Loomans gave her monthly report to the Public Works Committee. She gave an overview of classes, staffing, and meetings this month. She also provided information on upcoming events and classes. 4.2. Monthly Department of Public Works and Parks Department Reports to the Public Works Committee Page 2 of 59 DPW/Parks Director Jake Schellpeffer gave his monthly report to the Committee. He informed them that the road construction project should be completed in the next week or two. He gave an overview of current projects, and the status of the dam projects required by the DNR. Director Schellpeffer provided an overview of equipment maintenance issues, current DOT testing, and parks projects and programming. They are exploring contracted services for sidewalk maintenance. Director Schellpeffer answered questions from the Body. He provided an update on the archery range, explaining the project should be done and ready at the end of August. 4.3. Discuss, with Possible Recommendation, Introduction of Ordinance 1154-2026, "An Ordinance Amending §303-7 of the Municipal Code of the City of Mayville, Relating to Public Nuisance Abatement Procedures" The motion to recommend Common Council approve the introduction of Ordinance 1154-2026 "An Ordinance Amending §303-7 of the Municipal Code of the City of Mayville, Relating to Public Nuisance Abatement Procedures" was made by Ald. Smith and seconded by Ald. DeBaker. Ayes: Ald. DeBaker, Ald. Smith, Ald. Olson Nays: None Vote Count: 3 - 0 Motion has Passed 5. ADJOURNMENT The motion to adjourn the meeting was made by Ald. Smith and seconded by Ald. Olson. Ayes: Ald. DeBaker, Ald. Smith, Ald. Olson Nays: None Vote Count: 3 - 0 Motion has Passed. The Public Works Committee meeting was adjourned at 7:50 PM. Respectfully submitted by Lexi Volbright - Deputy Clerk Page 3 of 59 1B-14-086 19-May-2026 inspection as of 17-Jun-2026 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION Inspection Report for B-14-086 ( BRIDGE STREET BRIDGE ) BRIDGE ST over E BR ROCK RIVER May 19, 2026 Type Prior Date Prior Team Leader Frequency (mos) Performed Routine 05-23-24 Kassube, Brian (1515) 24 X SIA review 05-23-24 Kassube, Brian (1515) 48 SNBI 05-23-24 Kassube, Brian (1515) 0 X UW profile 05-25-22 Kassube, Brian (1515) 96 Start Coordinates End Coordinates (optional) Latitude 43°29'44.31" N Latitude Longitude 88°32'36.57" W Longitude Owner CITY Maintainer CITY Team members Time Log Hours 1 Minutes 0 Lauersdorf, Josh: Team Member Weather Temperature (f) 69 Condition Overcast Name Number Signature Signature Date Inspector Kassube, Brian 1515 Brian Kassube 06-17-26 E-signed by Brian Kassube(bkassube) Page 4 of 59 2B-14-086 19-May-2026 inspection as of 17-Jun-2026 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 2 Identification & Location Feature On: BRIDGE ST Section Town Range: S23 T12N R16E Structure Number: B-14-086 Feature Under: E BR ROCK RIVER County: DODGE Location 0.1M E JCT STH 28 Municipality: MAYVILLE Structure Name: BRIDGE STREET BRIDGE Geometry Traffic measurements in feet, except where noted Lanes ADT ADT year Traffic Pattern Approach Roadway Width: 42 Bridge Roadway Width: 46.0 Total Length: 95.6 On 2 3000 2021 two way traffic Approach Pavement Width: 42 Deck Width: 58.0 Deck Area (sq ft): 5545 Capacity Load Rating Inventory rating: HS18 Overburden depth (in): 2.0 Last rating date: 12-29-09 Controlling: INTERIOR GIRDER Positive Moment Operating rating: HS42 Deck surface material: Bituminous Control location: SPAN 1 Posting: Emergency Vehicle Weight Limit (tons): Re-rate for capacity (Y/N): Re-rate notes: Hydraulic Classification Scour Critical Code(113): Stable- above top footing (8) Q100 (ft3/sec): 4560 High water elevation (ft): 910.0 Velocity (ft/sec): 5.8 Sufficiency #: 97.7 Field Measured Rail(s) Rail Location Type Measurement (in) Primary Rail right outer Other - concrete 49.0 Decorative Rail left outer Tubular type H - aluminum Decorative Rail right outer Tubular type H - aluminum Span(s) Span # Material Configuration Depth (in) Length (ft) Main Expansion joint(s) Temperature: File:74 New:69 Clearance Item File Measurement (ft) File Date New Measurement (ft) Highway min vertical on cardinal Horizontal on cardinal Special Components Component Year Work Performed Note OVERLAY - PROTECTO WRAP MEMBRANE Construction History Year Work Performed FOS id 1983 New Structure 3812-01-71 1994 Overlay - Bituminous Page 5 of 59 3B-14-086 19-May-2026 inspection as of 17-Jun-2026 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 3 Structure No.:B-14-086 Maintenance Items Item Priority Recommended by Status Status change Substructure - Repair Abutment/Wings/Culverts Medium Kassube, Brian (1515) IDENTIFIED 06/03/26 Comment: Repair top of abutment near NW wing 1'x1' spall. Status Comment: Approach - Seal Approach to Paving Block Medium Kassube, Brian (1515) IDENTIFIED 06/17/26 Comment: Status Comment: Misc - Cut Brush Low Kassube, Brian (1515) IDENTIFIED 06/03/26 Comment: Cut and remove brush around structure. Status Comment: Deck - Seal Surface Cracks Low Kassube, Brian (1515) IDENTIFIED 06/03/26 Comment: Status Comment: Elements Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 X 12 Reinforced Concrete Deck - Coated Reinforcing SF 5,545 5,350 195 0 0 1130 Cracking (RC) SF 0 195 0 0 3-4 Diagonals in each corner with efflor - 160 SF CS2. (1) crack at soffit SW. 2 Diagonal CRKS between 5&6 NW (10 SF CS2) 5 Diagonal CRKS between 6&7 NW (25 SF CS2) 8209 Sidewalk SF 970 935 35 0 0 3220 Crack (Wearing Surface) SF 0 15 0 0 (11) CRKS in N sidewalk, mainly near ABUT. (4) CLRS in S Sidewalk. 8911 Abrasion, Wear, or Rutting (Wear. Surf.) SF 0 20 0 0 Sidewalk approaches are lower than bridge sidewalk Minor popouts. Small spall at SE. All 4 sidewalk approaches lower than sidewalk on deck, N.W. & S.W. have asphalt patches in place to correct the problem20 8512 HMA (AC) Overlay ¿ Polymer Modified SF 5,545 5,545 0 0 0 OK. X 109 Prestressed Concrete Open Girder LF 643 643 0 0 0 (7) Girders, Good. X 215 Reinforced Concrete Abutment LF 124 89 30 5 0 Some mortar missing around storm sewer pipe between girders at SE. 1080 Delamination - Spall - Patched Area LF 0 3 0 0 W ABUT: 1' spall w/ map CRKNG at corner w/ SW wing. (1 LF CS2). CS2 1'x1' spall NW corner top of diaph next to NW wing E ABUT: Large CRK w/ spall and heavy EFFL/water staining at beam seat of G7 at NE. (1 LF CS3) 1130 Cracking (RC) LF 0 30 5 0 W ABUT: H/L map CRKNG at corner w/ SW wing, bottom and top. (5 LF CS2) H/L map CRKNG w/ water staining at corner w/ NW wing, bottom and top. (2 LF CS2) Top changed DCM 9/21/16. VERT CRKS along ABUT. (7 LF CS2). E ABUT: H/L CRKS at corner w/ N & S wings, bottom and top. (6 LF CS2) Large VERT CRKS w/ staining and EFFL along ABUT. (5 LF CS3) VERT CRKS along ABUT. (10LF CS2) Page 6 of 59 4B-14-086 19-May-2026 inspection as of 17-Jun-2026 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 4 Structure No.:B-14-086 X 330 Metal Bridge Rail LF 236 224 12 0 0 1900 Distortion LF 0 12 0 0 Inlet and outlet top metal rail is dented in numerous areas. Top of rail has several dent marks S.E. corner (12 CS2) 7000 Damage EA 0 2 0 0 Inlet and outlet top metal rail is dented in numerous areas. Top of rail has several dent marks S.E. corner (12 CS2) 515 Steel Protective Coating (Other) SF 236 236 0 0 0 Aluminum X 331 Reinforced Concrete Bridge Rail LF 271 248 13 10 0 Caulk peeling. 1080 Delamination - Spall - Patched Area LF 0 0 10 0 CS1 NW wing small scrape and spall on top 0.25'x0.25' by support. Pop outs throughout. CS3 NW wing damage top rail and both support posts are bent. 10 LF CS3 (Should be in distortion but cant add for RC Rail) 1130 Cracking (RC) LF 0 13 0 0 (9) VERT CRKS in N rail. (9 LF CS2) Outlet (4) VERT CRKS in S rail. (4 LF CS2) Inlet X 8400 Integral Wingwall EA 4 0 3 1 0 8903 Wall Deterioration EA 0 3 1 0 NE Wing: (2) VERT CRKS & H/L map CRKNG near end. (CS2) NW Wing: H/L map CRKNG at connection to W ABUT. (CS2) SW Wing: H/L map CRKNG at connection to W ABUT. and Spall CS3 SE Wing: CRKS w/ EFFL. (CS2) Page 7 of 59 5B-14-086 19-May-2026 inspection as of 17-Jun-2026 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 5 Structure No.:B-14-086 Assessments Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 X 9001 Drainage - Ends of Structure EA 4 2 2 0 0 Curb and gutter at all corners. Settlement at abutments east causing duck ponds. X 9011 Utilities EA 1 1 0 0 0 Bays 2,3&5. Minor damage to insulation. X 9168 Concrete Diaphragm EA 12 12 0 0 0 Good. X 9323 Approach Roadway - Asphalt EA 2 2 0 0 0 Good. Condition Ratings File New Deck condition rating (C.01) Satisfactory (6) Satisfactory (6) Superstructure condition rating (C.02) Very Good (8) Very Good (8) Substructure condition rating (C.03) Satisfactory (6) Satisfactory (6) Culvert condition rating (C.04) N/A (Nbi) (N) N/A (Nbi) (N) Bridge railings condition rating (C.05) Satisfactory (6) Satisfactory (6) Bridge railing transitions condition rating (C.06) Very Good (8) N/A (N) Bridge bearings condition rating (C.07) N/A (N) N/A (N) Bridge joints condition rating (C.08) N/A (N) N/A (N) Channel condition rating (C.09) Very Good (8) Very Good (8) Channel protection condition rating (C.10) Very Good (8) Very Good (8) Scour condition rating (C.11) Some Minor (7) Some Minor (7) Channel Protected (8) Protected (8) Waterway Equal Desirable (8) Equal Desirable (8) Approach Good- No speed reduction (8) Structure Specific Notes Animal nesting/roosting presence on structure X Swallows Inspection Specific Notes Notifed city sewer dept. of water leaking on NW. abut. BDK 5-27-14 Inspector Site-Specific Safety Considerations Routine Specific Procedures Special Requirements Chk Hours Cost Comments Other Access Equipment Boat / Kayak Page 8 of 59 6B-14-086 19-May-2026 inspection as of 17-Jun-2026 page 6 Structure No.:B-14-086 Underwater Probe Form B-14-086 General Site Conditions - Scour General Site Conditions - Embankment Erosion/Conditions Substructure Notes Chk Unit Max Water Depth(ft) Mode Channel Material Notes X Cardinal 4.0 Boat East X Non Cardinal 4.4 Boat West Page 9 of 59 7B-14-086 19-May-2026 inspection as of 17-Jun-2026 page 7 Structure No.:B-14-086 Routine Item 1 Cracking & leaking E. abut. b14-086_26_Rd1.jpg Linked Element(s): Reinforced concrete abutment Routine Item 2 Underside cracking E. b14-086_26_Rd2.jpg Linked Element(s): Reinforced concrete deck coated reinforcing Routine Item 3 Asphalt repair b14-086_26_Rd3.jpg Routine Item 4 Impact to rail b14-086_26_Rd4.jpg Page 10 of 59 8B-14-086 19-May-2026 inspection as of 17-Jun-2026 Linked Element(s): Reinforced concrete bridge rail Routine Item 5 Bent support b14-086_26_Rd5.jpg Linked Element(s): Reinforced concrete bridge rail Routine Item 6 Cracking S.E. corner b14-086_26_Rd6.jpg Linked Element(s): Reinforced concrete abutment Integral wingwall Routine Item 7 Spall S.W. corner b14-086_26_Rd7.jpg Linked Element(s): Reinforced concrete abutment Page 11 of 59 9B-14-086 19-May-2026 inspection as of 17-Jun-2026 page 9 Structure No.:B-14-086 Routine Item 8 2024 Cracking in SE abut b14-086_26_Rd8.jpg Linked Element(s): Reinforced concrete abutment Routine Item 9 Spall SW corner b14-086_26_Rd9.jpg Linked Element(s): Reinforced concrete abutment Integral wingwall Routine Item 10 Rust staining W b14-086_26_Rd10.jpg Linked Element(s): Reinforced concrete abutment Page 12 of 59 10B-14-086 19-May-2026 inspection as of 17-Jun-2026 page 10 Structure No.:B-14-086 Routine Item 11 NE corner b14-086_26_Rd11.jpg Linked Element(s): Reinforced concrete deck coated reinforcing Reinforced concrete abutment Routine Item 12 NE corner b14-086_26_Rd12.jpg Linked Element(s): Reinforced concrete abutment Routine Item 13 SE corner b14-086_26_Rd13.jpg Linked Element(s): Metal bridge rail Reinforced concrete deck coated reinforcing -> Sidewalk Page 13 of 59 11B-14-086 19-May-2026 inspection as of 17-Jun-2026 page 11 Structure No.:B-14-086 Routine Item 14 Dented top rail b14-086_26_Rd14.jpg Linked Element(s): Metal bridge rail Routine Item 15 E side b14-086_26_Rd15.jpg Linked Element(s): Reinforced concrete deck coated reinforcing -> Sidewalk Reinforced concrete deck coated reinforcing -> HMA a c overlay ¿ polymer modified Routine Item 16 NW corner b14-086_26_Rd16.jpg Linked Element(s): Reinforced concrete bridge rail Reinforced concrete deck coated reinforcing -> Sidewalk Page 14 of 59 12B-14-086 19-May-2026 inspection as of 17-Jun-2026 page 12 Structure No.:B-14-086 Routine Item 17 2026 Unsealed approach joint b14-086_26_Rd17.jpg Linked Element(s): Approach roadway asphalt Routine Item 18 Damage to rail post outlet west end b14-086_26_Rd18.jpg Linked Element(s): Metal bridge rail Reinforced concrete bridge rail Routine Item 19 Cracking in S.E. corner abutment b14-086_26_Rd19.jpg Linked Element(s): Reinforced concrete abutment Page 15 of 59 13B-14-086 19-May-2026 inspection as of 17-Jun-2026 page 13 Structure No.:B-14-086 Routine Item 20 Inlet west side spalls b14-086_26_Rd20.jpg Linked Element(s): Reinforced concrete abutment Integral wingwall Routine Item 21 Settlement of sidewalk inlet facing east b14-086_26_Rd21.jpg Linked Element(s): Reinforced concrete deck coated reinforcing -> Sidewalk Routine Item 22 Settlement of sidewalk to bridge outlet facing east b14-086_26_Rd22.jpg Linked Element(s): Reinforced concrete deck coated reinforcing -> Sidewalk Page 16 of 59 14B-14-086 19-May-2026 inspection as of 17-Jun-2026 page 14 Structure No.:B-14-086 Routine Item 23 Damage to rail b14-086_26_Rd23.jpg Linked Element(s): Metal bridge rail Routine Item 24 Cracking with effloresces @ East abutment b14-086_26_Rd24.jpg Linked Element(s): Reinforced concrete deck coated reinforcing Routine Item 25 Spall / Rebar exposed east abutment b14-086_26_Rd25.jpg Linked Element(s): Reinforced concrete abutment Page 17 of 59 15B-14-086 19-May-2026 inspection as of 17-Jun-2026 page 15 Structure No.:B-14-086 Routine Item 26 Crack / Rust staining west abutment b14-086_26_Rd26.jpg Page 18 of 59 16B-14-086 19-May-2026 inspection as of 17-Jun-2026 Specifications for National Bridge Inventory (SNBI) Data items B-14-086 Span Material and Type (B.SP) Span 1 (main) Number Beam Lines: 7 Wearing surface: Bituminous (asphalt) (B01) Span Material: Prestressed concrete - pre-tensioned (C03) Deck Protective system: None (0) Span Protective System: Unknown (U) Deck reinforcing protective system: Coating - epoxy coated (C01) Deck Material and Type: Reinforced concrete - cast-in-place (C01) Deck Stay In Place Forms: None (0) Substructure Material and Type (B.SB) Non Cardinal Abutment Substructure material: Reinforced concrete - cast-in-place (C01) Foundation protective system: None (0) Substructure protective system: None (0) Cardinal Abutment Substructure material: Reinforced concrete - cast-in-place (C01) Foundation protective system: None (0) Substructure protective system: None (0) Geometry (B.G) NBIS bridge length: 92.4 Curved bridge: Not curved (N) Maximum bridge height: 12 Inspection Requirements (B.IR) NSTM Inspection Required: No (N) E or E' fatigue Details: Appraisal (B.AP) Approach roadway alignment: Good (G) Overtopping likelihood: Never (0) Page 19 of 59 Page 20 of 59 Page 21 of 59 Page 22 of 59 Page 23 of 59 Page 24 of 59 Page 25 of 59 Page 26 of 59 Page 27 of 59 Page 28 of 59 Page 29 of 59 Page 30 of 59 Page 31 of 59 Page 32 of 59 Page 33 of 59 Page 34 of 59 Page 35 of 59 1B-14-031 19-May-2026 inspection as of 22-Jun-2026 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION Inspection Report for B-14-031 ( GOLF COURSE ) GERMAN ST over ROCK RIVER May 19, 2026 Type Prior Date Prior Team Leader Frequency (mos) Performed Routine 05-23-24 Kassube, Brian (1515) 24 X Special 05-20-13 Kassube, Brian (1515) 0 SIA review 05-23-24 Kassube, Brian (1515) 48 SNBI 05-23-24 Kassube, Brian (1515) 0 X UW profile 05-24-22 Kassube, Brian (1515) 96 Start Coordinates End Coordinates (optional) Latitude 43°29'36.84" N Latitude Longitude 88°31'52.91" W Longitude Owner CITY Maintainer CITY Team members Time Log Hours 1 Minutes 0 Lauersdorf, Josh: Team Member Weather Temperature (f) 70 Condition Overcast Name Number Signature Signature Date Inspector Kassube, Brian 1515 Brian Kassube 06-22-26 E-signed by Brian Kassube(bkassube) Page 36 of 59 2B-14-031 19-May-2026 inspection as of 22-Jun-2026 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 2 Identification & Location Feature On: GERMAN ST Section Town Range: S24 T12N R16E Structure Number: B-14-031 Feature Under: ROCK RIVER County: DODGE Location 0.9M E JCT STH 28 Municipality: MAYVILLE Structure Name: GOLF COURSE Geometry Traffic measurements in feet, except where noted Lanes ADT ADT year Traffic Pattern Approach Roadway Width: 32 Bridge Roadway Width: 24.0 Total Length: 135.3 On 2 834 2015 two way traffic Approach Pavement Width: 22 Deck Width: 31.0 Deck Area (sq ft): 4194 Capacity Load Rating Inventory rating: HS14 Overburden depth (in): 0.0 Last rating date: 06-03-23 Controlling: EXTERIOR GIRDER Positive Moment Operating rating: HS24 Deck surface material: Concrete Control location: 2 - (50.0) Posting: Emergency Vehicle Weight Limit (tons): Re-rate for capacity (Y/N): Re-rate notes: Hydraulic Classification Scour Critical Code(113): Stable- above top footing (8) Q100 (ft3/sec): 0 High water elevation (ft): 0.0 Velocity (ft/sec): 0.0 Sufficiency #: 58.0 Field Measured Rail(s) Rail Location Type Measurement (in) Primary Rail left outer Tubular steel type F (2 tube) 34.0 Primary Rail right outer Tubular steel type F (3 tube) 49.0 Span(s) Span # Material Configuration Depth (in) Length (ft) Main 1 CONT STEEL Girder/Beam - I-Shaped Spread 40.0 2 CONT STEEL Girder/Beam - I-Shaped Spread 50.0 Y 3 CONT STEEL Girder/Beam - I-Shaped Spread 40.0 Expansion joint(s) Temperature: File:76 New:70 Joint # Location Type Last inspection date Last measure (in) New measure (in) 1 EAST ABUTMENT WA-200 2 WEST ABUTMENT WA-400 Clearance Item File Measurement (ft) File Date New Measurement (ft) Highway min vertical on cardinal Horizontal on cardinal Special Components Component Year Work Performed Note DECK SEALER - XYPEX Page 37 of 59 3B-14-031 19-May-2026 inspection as of 22-Jun-2026 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 3 Structure No.:B-14-031 Construction History Year Work Performed FOS id 1987 New Deck 3812-03-71 1960 New Structure 1994 Seal Deck - Concrete Maintenance Items Item Priority Recommended by Status Status change Substructure - Clean Abutment / Pier Seats High Kassube, Brian (1515) IDENTIFIED 06/03/26 Comment: Around all bearings both abutments Status Comment: Deck - Seal Surface Cracks Medium Kassube, Brian (1515) IDENTIFIED 06/03/26 Comment: Status Comment: Approach - Repair Approaches Medium Kassube, Brian (1515) IDENTIFIED 06/03/26 Comment: Status Comment: Misc - Cut Brush Medium Kassube, Brian (1515) IDENTIFIED 06/03/26 Comment: Status Comment: Expansion Joints - Clean Medium Kassube, Brian (1515) IDENTIFIED 06/03/26 Comment: Remove debris in joint Status Comment: Deck - Clean and Sweep Deck/Drains Medium Kassube, Brian (1515) IDENTIFIED 06/03/26 Comment: Status Comment: Page 38 of 59 4B-14-031 19-May-2026 inspection as of 22-Jun-2026 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 4 Structure No.:B-14-031 Elements Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 X 12 Reinforced Concrete Deck - Coated Reinforcing SF 4,194 3,664 399 131 0 1080 Delamination - Spall - Patched Area SF 0 61 131 0 Span 1 (W span): Deck edge spalling and deteriorated at connection to joint. (31 SF CS3) 2'x2' spall 17' & 21' from W ABUT. (9 SF CS3) 3 SF of delam. (3 SF CS2) Span 2 (center): 4' and 2' spalls along N side mid span drip groove. (10 SF CS3) Between all 4 girders (58 SF CS 2) Span 3 (E span): Deck edge spalling and deteriorated at connection to joint. (31 SF CS3) 2'x1' spall between girders near midspan. (2 SF CS3) Spalls from E ABUT (2' in 2' lg) (8' in 10' lg) (25' in 8' lg) (42' in 1' lg) on the N side drip edge. (45 SF CS3) 1130 Cracking (RC) SF 0 341 0 0 (11) H/L CRKS w/ EFFL mid span across all bays. (341 SF CS2) 8904 Discoloration SF 0 0 0 0 Drip edge 2' wide entire length inlet and 1' wide entire length outlet 8000 Wearing Surface (Bare) SF 4,194 3,746 448 0 0 Delamination E. bound 70' from w. appr. 1'x3' CS-2 75' from w. appr. 3'x3' CS-2 Delamination W. bound 29' from e. appr. 2'x2' CS-2 55' from e. appr. 3'x3' CS-2 61' from e. appr. 3'x3' CS-2 80' from e. appr. 2'x2' CS-2 3220 Crack (Wearing Surface) SF 0 448 0 0 Minor spalls and CRKS near joint at W Appr. (10 SF CS2) Minor spalls and CRKS near joint at E Appr. (10 SF CS2) (15) H/L CRKS at midspan transverse over piers. (390 SF CS2) 8209 Sidewalk SF 792 642 150 0 0 6'x132' 3210 Debonding/Spall/Patched Area/Pothole SF 0 3 0 0 Spalled by drain on curb edge. Pop outs thru out 3220 Crack (Wearing Surface) SF 0 15 0 0 Few H/L CRKS. with efflor under. 8911 Abrasion, Wear, or Rutting (Wear. Surf.) SF 0 132 0 0 Plow damage along top edge throughout length of sidewalk X 107 Steel Open Girder LF 528 300 80 146 2 Outside girder mid span shows slight deflection in girder, on ends by bearings heavy rusting and scaling. Beams are 5/8 thick 1000 Corrosion LF 0 30 146 2 Pack rust between beams and bearing plate heavy on west end. Span 1 (W span): Heavy rust w/ section loss on all girders at W ABUT. (12 LF CS3) Minor rust of top & btm flange with minor section loss of G1 for remainder of span. (37 LF CS3) Minor rust on G4 in span. (10 LF CS2) Span 2 (center): Minor rust of top & btm flange with minor section loss of G1 for entire span. (50 LF CS3) Minor rust on G4 in span. (10 LF CS2, qty under 1900) Span 3 (E span): Heavy rust w/ section loss on all girders at E ABUT. (12 LF CS3) Minor rust of top & btm flange with minor section loss of G1 for remainder of span. (37 LF CS3) Minor rust on G4 in span. (10 LF CS2) Behind bearing on bottom flange has 2" hole on inside of web outlet and both outside G. bottom flange behind bearing is 1/8" thick (2 LF CS4) Bottom flange in front of bearing has 1/8 section loss on two outside girders #1 Control thickness of bottom flange : .720 Page 39 of 59 5B-14-031 19-May-2026 inspection as of 22-Jun-2026 #1 G. E. end @ bearing bottom flange : .570 #4 G. E. end @ bearing bottom flange: .512 #3 G. W. end @ bearing bottom flange: .638 1900 Distortion LF 0 50 0 0 Beams 1&4 mid span have lost their camber from inlet end. (G1 in CS3 Corrosion) 8516 Painted Steel SF 3,719 0 3,347 0 372 On all ends by bearings heavy rusting and scaling 3440 Effectiveness (Steel Protective Coatings) SF 0 3,347 0 372 On all ends by bearings heavy rusting and scaling and at top and bottom flange north girders. W. abut. all 4 G. 1" pack rust between bottom of G. & bearing plate. X 210 Reinforced Concrete Pier Wall LF 52 52 0 0 0 West pier inlet side several trees in front of pier X 215 Reinforced Concrete Abutment LF 52 10 37 5 0 varmint infestation E & W ABUT by slope. 1080 Delamination - Spall - Patched Area LF 0 11 5 0 W ABUT: N side of bearing #1 top of ABUT, spall 6"x8"x1-1/2", S side 6"x9"x2-1/2" spall extends under bearing pad.. #2 bearing North side delam (1' CS2) S side 6"x10"x2" spall. #4 N side 8"x10"x2-1/2" spall extends under bearing pad 3/4". Delam at top of on face 10 LF CS2. 1130 Cracking (RC) LF 0 26 0 0 W ABUT: 22' HORIZ CRK w/ DELAM. (22 LF CS2) E ABUT: H/L CRK w/ EFFL at NE corner and SE corner. (2 LF CS2) 2' HORIZ CRK at beam seat. (2 LF CS2) X 302 Compression Joint Seal LF 62 0 0 62 0 packed full of sand/gravel. 2310 Leakage, Seal Adhesion, Damage,Cracking LF 0 0 62 0 Seals are leaking 2350 Debris Impaction LF 0 0 0 0 packed full of sand/gravel. X 310 Elastomeric Bearing EA 12 0 4 4 4 Heavy pack rust is squashing down bearing on all 4 W. abut. Bearings have heavy debris and rust around them at the W ABUT. and are twisting 1000 Corrosion EA 0 4 4 4 W ABUT: Heavy rust w/ section loss/compression all 4 bearing (4 CS4) Pier 1: Minor rust at EXT bearings. (2CS2) (2CS3) Pier 2: Minor rust at EXT bearings. (2 CS2) (2CS3) 2220 Alignment EA 0 0 0 4 W ABUT: Heavy pack rust is squashing down bearing on all 4 G (4 CS4) X 311 Moveable Bearing EA 4 0 2 0 2 Rusting on outside bearings East. 1000 Corrosion EA 0 2 0 2 Heavy rusting w/ section loss on EXT bearings. Minor rusting of INT bearings. X 330 Metal Bridge Rail LF 269 229 40 0 0 F-rail on inlet side has 2 tubes horizontal and outlet side M-rail has 3 tubes horizontally 18 posts 9 on a side Scrapes on NE corner. Caulk peeling. 1000 Corrosion LF 0 40 0 0 Bases rusting north, anchor bolts rusting at each. Page 40 of 59 6B-14-031 19-May-2026 inspection as of 22-Jun-2026 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 6 Structure No.:B-14-031 X 8400 Integral Wingwall EA 4 4 0 0 0 Assessments Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 X 9001 Drainage - Ends of Structure EA 4 4 0 0 0 Curb and gutter at corners. X 9030 Signs - Object Markers EA 4 4 0 0 0 Rusty bolts, SW tipped. NW & SW faded X 9045 Slope Protection- Riprap EA 2 1 0 1 0 Varmit infestation on both slopes. X 9167 Steel Diaphragm EA 24 18 0 6 0 Rusting of back (joint) side of end diaphragms at ABUTS due to leaking joints. Other small areas of surface rust. X 9323 Approach Roadway - Asphalt EA 2 0 0 0 2 Approaches are breaking up on each end router and rubber, pot hole at SE. Condition Ratings File New Deck condition rating (C.01) Satisfactory (6) Satisfactory (6) Superstructure condition rating (C.02) Fair (5) Fair (5) Substructure condition rating (C.03) Fair (5) Fair (5) Culvert condition rating (C.04) N/A (Nbi) (N) N/A (Nbi) (N) Bridge railings condition rating (C.05) Satisfactory (6) Satisfactory (6) Bridge railing transitions condition rating (C.06) N/A (N) N/A (N) Bridge bearings condition rating (C.07) Poor (4) Poor (4) Bridge joints condition rating (C.08) Fair (5) Fair (5) Channel condition rating (C.09) Satisfactory (6) Satisfactory (6) Channel protection condition rating (C.10) Satisfactory (6) Satisfactory (6) Scour condition rating (C.11) Some Minor (7) Some Minor (7) Channel Bank Slumping (6) Bank Slumping (6) Waterway Equal Desirable (8) Equal Desirable (8) Approach Good- No speed reduction (8) Structure Specific Notes Approach SW slightly undermined. This bridge may be good candidate for rehab including painting girders, joint replacement, and bearing replacement. Animal nesting/roosting presence on structure X Swallows Inspection Specific Notes No guardrail on any end of railing.Trees and brush under and corner of bridge need to be cut and removed. Joints need to be blown out, full of debris.Both joints leaking down on to all girders causing severe rusting and scalling BDK 5-27-14 4-28-14 load posting signs and advanced warning posted signs have been removed due to WIS DOT calculations per section 45.4 of the Wisconsin Bridge Manual. BDK 5-27-14 Page 41 of 59 7B-14-031 19-May-2026 inspection as of 22-Jun-2026 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 7 Structure No.:B-14-031 Inspector Site-Specific Safety Considerations Poison Oak present under bridge Routine Specific Procedures Special Requirements Chk Hours Cost Comments Page 42 of 59 8B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 8 Structure No.:B-14-031 Underwater Probe Form B-14-031 General Site Conditions - Scour General Site Conditions - Embankment Erosion/Conditions Substructure Notes Chk Unit Max Water Depth(ft) Mode Channel Material Notes X Cardinal Dry X Pier 1 6.1 Wade X Pier 2 5.2 Wade X Non Cardinal Dry Page 43 of 59 9B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 9 Structure No.:B-14-031 Routine Item 1 Joint movement b14-031_26_Rd1.jpg Linked Element(s): Compression joint seal Routine Item 2 Pack rust @ bearing b14-031_26_Rd2.jpg Linked Element(s): Steel open girder Elastomeric bearing Routine Item 3 Spalling of drip edge b14-031_26_Rd3.jpg Linked Element(s): Reinforced concrete deck coated reinforcing Page 44 of 59 10B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 10 Structure No.:B-14-031 Routine Item 4 Under deck spalling b14-031_26_Rd4.jpg Linked Element(s): Reinforced concrete deck coated reinforcing Routine Item 5 Hole in bottom flange behind bearing b14-031_26_Rd5.jpg Linked Element(s): Steel open girder Routine Item 6 Spall @ abut. b14-031_26_Rd6.jpg Linked Element(s): Reinforced concrete abutment Page 45 of 59 11B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 11 Structure No.:B-14-031 Routine Item 7 Rusting @ bearing seat b14-031_26_Rd7.jpg Linked Element(s): Steel open girder Reinforced concrete abutment Moveable bearing Routine Item 8 Expansion joint b14-031_26_Rd8.jpg Linked Element(s): Compression joint seal Routine Item 9 b14-031_26_Rd9.jpg Page 46 of 59 12B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 12 Structure No.:B-14-031 Routine Item 10 Spall @ bearing b14-031_26_Rd10.jpg Linked Element(s): Reinforced concrete abutment Routine Item 11 twisting b14-031_26_Rd11.jpg Linked Element(s): Elastomeric bearing Routine Item 12 Twisting b14-031_26_Rd12.jpg Linked Element(s): Elastomeric bearing Page 47 of 59 13B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 13 Structure No.:B-14-031 Routine Item 13 2024 termination end b14-031_26_Rd13.jpg Linked Element(s): Compression joint seal Metal bridge rail Approach roadway asphalt Routine Item 14 Compression of bearing W side #3 b14-031_26_Rd14.jpg Linked Element(s): Elastomeric bearing Routine Item 15 Compression of bearing W side #3 b14-031_26_Rd15.jpg Linked Element(s): Elastomeric bearing Page 48 of 59 14B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 14 Structure No.:B-14-031 Routine Item 16 Pack rust W side #2 b14-031_26_Rd16.jpg Linked Element(s): Elastomeric bearing Steel open girder -> Painted steel Routine Item 17 Compression of bearing due to pack rust W side #3 b14-031_26_Rd17.jpg Linked Element(s): Elastomeric bearing Routine Item 18 W side #2 b14-031_26_Rd18.jpg Linked Element(s): Elastomeric bearing Page 49 of 59 15B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 15 Structure No.:B-14-031 Routine Item 19 W side #4 b14-031_26_Rd19.jpg Linked Element(s): Elastomeric bearing Routine Item 20 W side #1 b14-031_26_Rd20.jpg Linked Element(s): Elastomeric bearing Steel open girder -> Painted steel Routine Item 21 Hole in web b14-031_26_Rd21.jpg Linked Element(s): Moveable bearing Steel open girder -> Painted steel Page 50 of 59 16B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 16 Structure No.:B-14-031 Routine Item 22 Hole in web/ section loss b14-031_26_Rd22.jpg Linked Element(s): Steel open girder Steel open girder -> Painted steel Routine Item 23 E side #1 b14-031_26_Rd23.jpg Linked Element(s): Steel open girder -> Painted steel Routine Item 24 Section loss #1 b14-031_26_Rd24.jpg Linked Element(s): Steel open girder -> Painted steel Page 51 of 59 17B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 17 Structure No.:B-14-031 Routine Item 25 Spall in abut. b14-031_26_Rd25.jpg Linked Element(s): Reinforced concrete abutment Routine Item 26 Spall Inlet b14-031_26_Rd26.jpg Linked Element(s): Reinforced concrete deck coated reinforcing Routine Item 27 2026 b14-031_26_Rd27.jpg Linked Element(s): Reinforced concrete deck coated reinforcing -> Wearing surface bare Page 52 of 59 18B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 18 Structure No.:B-14-031 Routine Item 28 Delamination in deck facing east b14-031_26_Rd28.jpg Linked Element(s): Reinforced concrete deck coated reinforcing -> Wearing surface bare Routine Item 29 Delamination in deck facing south b14-031_26_Rd29.jpg Linked Element(s): Reinforced concrete deck coated reinforcing -> Wearing surface bare Routine Item 30 Spall east side b14-031_26_Rd30.jpg Linked Element(s): Reinforced concrete abutment Page 53 of 59 19B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 19 Structure No.:B-14-031 Routine Item 31 Hole in G. @ bearing east side b14-031_26_Rd31.jpg Linked Element(s): Steel open girder -> Painted steel Routine Item 32 Heavy rusting @ bearing east side #1G. b14-031_26_Rd32.jpg Linked Element(s): Steel open girder Routine Item 33 Spall rebar exposed inlet b14-031_26_Rd33.jpg Linked Element(s): Reinforced concrete deck coated reinforcing Page 54 of 59 20B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 20 Structure No.:B-14-031 Routine Item 34 Rusting on steel G. inlet b14-031_26_Rd34.jpg Linked Element(s): Steel open girder -> Painted steel Routine Item 35 East end b14-031_26_Rd35.jpg Linked Element(s): Approach roadway asphalt Routine Item 36 b14-031_26_Rd36.jpg Routine Item 37 Spall around bearing / heavy debris that needs to be removed Rusting of steel @ bearing b14-031_26_Rd37.jpg Linked Element(s): Page 55 of 59 21B-14-031 19-May-2026 inspection as of 22-Jun-2026 Reinforced concrete abutment Steel open girder -> Painted steel Routine Item 38 Pack rust under G. west side Compression of bearing from pack rust b14-031_26_Rd38.jpg Linked Element(s): Steel open girder Elastomeric bearing Routine Item 39 Rusting @ bearing Cracking in abutment west side Tipping of bearing b14-031_26_Rd39.jpg Linked Element(s): Reinforced concrete abutment Moveable bearing Steel open girder -> Painted steel Routine Item 40 Rusting of bearing Spall around bearing b14-031_26_Rd40.jpg Linked Element(s): Reinforced concrete abutment Elastomeric bearing Page 56 of 59 22B-14-031 19-May-2026 inspection as of 22-Jun-2026 page 22 Structure No.:B-14-031 Routine Item 41 Cracking of sidewalk by joint b14-031_26_Rd41.jpg Linked Element(s): Reinforced concrete deck coated reinforcing -> Sidewalk Routine Item 42 West approach b14-031_26_Rd42.jpg Linked Element(s): Compression joint seal Page 57 of 59 23B-14-031 19-May-2026 inspection as of 22-Jun-2026 Specifications for National Bridge Inventory (SNBI) Data items B-14-031 Span Material and Type (B.SP) Span 1 Number Beam Lines: 4 Wearing surface: Concrete - monolithic (C01) Span Material: Steel - rolled shapes (S01) Deck Protective system: None (0) Span Protective System: Unknown (U) Deck reinforcing protective system: Coating - epoxy coated (C01) Deck Material and Type: Reinforced concrete - cast-in-place (C01) Deck Stay In Place Forms: None (0) Span 2 (main) Number Beam Lines: 4 Wearing surface: Concrete - monolithic (C01) Span Material: Steel - rolled shapes (S01) Deck Protective system: None (0) Span Protective System: Unknown (U) Deck reinforcing protective system: Coating - epoxy coated (C01) Deck Material and Type: Reinforced concrete - cast-in-place (C01) Deck Stay In Place Forms: None (0) Span 3 Number Beam Lines: 4 Wearing surface: Concrete - monolithic (C01) Span Material: Steel - rolled shapes (S01) Deck Protective system: None (0) Span Protective System: Unknown (U) Deck reinforcing protective system: Coating - epoxy coated (C01) Deck Material and Type: Reinforced concrete - cast-in-place (C01) Deck Stay In Place Forms: None (0) Substructure Material and Type (B.SB) Non Cardinal Abutment Substructure material: Reinforced concrete - cast-in-place (C01) Foundation protective system: None (0) Substructure protective system: None (0) Pier 1 Substructure material: Reinforced concrete - cast-in-place (C01) Foundation protective system: None (0) Substructure protective system: None (0) Pier 2 Substructure material: Reinforced concrete - cast-in-place (C01) Foundation protective system: None (0) Substructure protective system: None (0) Cardinal Abutment Substructure material: Reinforced concrete - cast-in-place (C01) Foundation protective system: None (0) Substructure protective system: None (0) Geometry (B.G) NBIS bridge length: 132.2 Curved bridge: Not curved (N) Maximum bridge height: 11 Inspection Requirements (B.IR) NSTM Inspection Required: No (N) E or E' fatigue Details: Appraisal (B.AP) Approach roadway alignment: Good (G) Overtopping likelihood: Never (0) Page 58 of 59 24B-14-031 19-May-2026 inspection as of 22-Jun-2026 This page intentionally left 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