Road & Traffic Safety Committee Meeting — Agenda packet

Town of Oregon Road and Traffic Safety Committee Agenda Thursday, January 8, 2026, 9:00 a.m. Oregon Town Hall, 1138 Union Road, Oregon, WI 53575 1. Call meeting to order 2. Roll Call 3. Approval of Minutes 4. Public Comments 5. Discussion and possible Action re Windridge Road extension 6. Public Works Report a. School bus stop on Purcell Road (Schultz) b. Collaboration with Parks Committee to implement traffic calming strategies (per (signage) at intersection of MM and Kennedy Park c. Collaborations with Town of Montrose on Judd Road maintenance (Schultz) d. Visibility problems on Blizzard Road (collaboration with City of Fitchburg 7. Update on resolution of Town’s dispute with overage for Raven Oaks project (LeBrun) 8. Revised contract for seal coating projects (Crawford and Pultz) 9. Discussion and possible action re: Road work plan 2026-2030 a. PASR ratings b. 2026 Budget c. 2027-2030 priorities 10. Grant eligibility a. Bellbrook bridge grant eligibility b. Culvert inventory (6 to 20 feet) c. LRIP –Tipperary, Judd, Locust Grove, Union, others? 11. Removing Encroachments, Road Safety, and Entering Private Lands and Orders for Removal 12. Letter to Residents re: following speeding limits to prevent accidents prevention 13. Shoulder maintenance on Lincoln Road and other town roads as safety measure for motorists, cyclists 14. Future Agenda Items 15. Set future meeting date 16. Adjournment Posted 11/24/25 Amended 01/06/26 Note: Agendas are subject to amendment after publication. Check the posting locations Town of Oregon Hall, 1138 Union Road and the Town website at www.townoforegonwi.gov. It is possible that members of and possibly a quorum of members of other governmental bodies of the town maybe in attendance at any of the meetings to gather information; however, no action will be taken by any governmental body at said meeting other than the governmental body specifically referred to in the meeting notice. Requests fro m people with disabilities who need assistance to participate in this meeting or hearing should be made to the Clerk’s office 608-8353200 with 48-hour notice. Page: 1 of 1 Statement Date: 01-06-2026 OREGON TOWN OF TREASURER 1138 UNION RD OREGON, WI, 53575 US Statement of Accounts For: STATEMENT Payne & Dolan, Inc. N3W23650 Badinger Road Waukesha, WI, 53187 USA Telephone: 262-524-1700 Fax: -- 117013 - OREGON TOWN OF TREASURER Contact: Item Date Job Original Amount Discount Retainage Outstanding Amount Outstanding RetainageType 310232-001 05-21-2025 310232 517,334.38 0.00 0.00 11,254.17 0.00Invoice 24333 07-08-2025 310232 -464,669.00Payment 24439 11-03-2025 310232 -41,411.21Payment Current 0.00 31-60 0.00 61-90 0.00 91-120 0.00 Over 120 11,254.17 Amount Due 11,254.17 PLEASE MAIL PAYMENTS TO: PO BOX 781 WAUKESHA, WI 53187 1.03 Payment fraud is on the rise! Please verify any payment instructions you receive from us (new or revised) by calling us at (262) 524-1700 and asking to speak to our accounts receivable department. 3 ACH payments preferred! Please email AR.CREDIT.GROUP.SOUTH@WALBECGROUP.COM for ACH instructions. Outlook Fw: Another document From Sue LeBrun <slebrun@townoforegonwi.gov> Date Mon 1/5/2026 11:13 AM To Laurie Fitzgerald <lfitzgerald@townoforegonwi.gov>; Jeff Jones (grayowls@charter.net) <grayowls@charter.net>; Cory Inman <cinman@uwalumni.com>; Arlan Kay <akay@townoforegonwi.gov>; Chuck Crawford <gogator64@yahoo.com>; Abel Schultz <aschultz@town.oregon.wi.us> Cc Robert Pultz <farmandrural.law@gmail.com>; Jennifer Hanson <jhanson@townoforegonwi.gov> 1 attachment (114 KB) Agreement & Contract Roads Oregon Town.pages; Hi Everyone, AƩached is the draŌ of the document that will be our template for road work contracts, as discussed at our Dec. 4 work session. Be prepared to approve (or possibly make minor revisions) at our upcoming meeƟng Jan. 8. Another email will be forwarded shortly with the NoƟce to Proceed document. Thank you, Sue From: Robert Pultz <farmandrural.law@gmail.com> Sent: Friday, January 2, 2026 7:07 AM To: Sue LeBrun <slebrun@townoforegonwi.gov> Subject: Re: Another document Attached is the latest, hopefully the last draft.££ Spoke to Cory and he did not want to change the liquidated damages amount.£ Jeff Jones had no changes.££ I cleaned it up and ran spell check again.£ I'll just leave this draft in the Word format as it seems easier for everyone.££ This has to be run by Town's Legal Counsel.£ I would be careful and tell them only a review and suggestions.£ Otherwise the bill will be huge.££ Happy New Year to you and Tim On Thu, Jan 1, 2026 at 7:07 PM Sue LeBrun <slebrun@townoforegonwi.gov> wrote: Hi Bob, Checking if you want to have a draŌ of the revised contract in our packet for Jan 8 meeƟng, and/or if you'd like me to send out to the commiƩee ahead of Ɵme. Wishing you a Happy New Year Bob! Sue From: Robert Pultz <farmandrural.law@gmail.com> Sent: Monday, December 8, 2025 10:36 AM To: Sue LeBrun <slebrun@townoforegonwi.gov> Subject: Re: Another document £ Not sure about the£wordy language£here. I would£not want to interpret it for a 3nd party because£I'm not sure what it means myself.££ The following is from a Dane Co. Contract (obtained via Open Records) Standard Terms and Conditions section-with a few revisions. (to replace the insurance£section in the draft) Contractor is required to submit to the Town a Certificate(s) of Contractor's Commercial Business and Automobile Liability Insurance in the amounts of not less than $1,000,000 each occurrence. Such coverage shall include liability£for owned, non-owned, and hired automobiles, which may be satisfied by way of endorsement to the Commercial General Liability£Policy or a separate£Business Auto Liability£Policy. Contractor is required to maintain Workers Compensation at Wisconsin statutory limits. Such coverages shall be maintained by Contractor throughout the pendency of this Agreement.£ Adequate? What do you think?£ On Fri, Dec 5, 2025 at 11:52 AM Sue LeBrun <slebrun@townoforegonwi.gov> wrote: Hi Bob, Here is some insurance info typed out as requested: 2 AlternaƟves are listed. I like B beƩer just because it is shorter but you can decide which is beƩer from a legal standpoint. Thanks Bob for all of your work on this! Sue A. As copied from Dane Co. HMA contract. This is a bit more wordy than we probably need but is very specific Insurance: Contractor is required to submit to The Town a cerƟficate of liability insurance prior to commencing any work under this contract. 1. Commercial General Liability – Contractor agrees to maintain Commercial General Liability insurance at a limit of not less than $1,000,000 per occurrence. Coverage shall include, but not be limited to, bodily injury and property damage to third parƟes, contractual liability, personal injury and adverƟsing injury liability, premises-operaƟons, independent vendors and subcontractors, and fire legal liability. The policy shall not exclude explosion, collapse, and underground property damage liability coverage. The policy shall list Town of Oregon as an addiƟonal insured. 2. Commercial/Business Automobile Liability – Contractor agrees to maintain Commercial/Business Automobile Liability insurance at a limit of not less than $1,000,000 each occurrence. Contractor further agrees coverage shall include liability for owned, non-owned & hired automobiles. In the event Contractor does not own automobiles, Contractor agrees to maintain coverage for hired & non-owned auto liability, which may be saƟsfied by way of endorsement to the Commercial General Liability policy or separate Business Auto Liability policy. 3. Environmental Impairment (polluƟon) Liability – Contractor agrees to maintain Environmental Impairment (PolluƟon) Liability insurance at a limit of not less than $1,000,000 per occurrence for the bodily injury, property damage, and environmental cleanup costs caused by polluƟon condiƟons, both sudden and non- sudden. This requirement can be saƟsfied by either a separate environmental liability policy or through a modificaƟon to the Commercial General Liability policy. Evidence of either must be provided. B. As copied from Dane Co. Permit to work in right of way (abbreviated and revised to apply to Town of Oregon)         In order to protect itself and Town of Oregon, its officers, boards, employees and representaƟves, the Contractor will at all Ɵmes during the project keep in full force and effect comprehensive general liability and auto liability insurance policies issued by a company or companies authorized to do business in the State of Wisconsin and licensed by the Wisconsin Insurance Department, with liability coverage provided in the amount of at least $1,000,000 Combined Single Limits. [addiƟonal verbiage available, see screenshot below] Screenshot of Dane Co. Permit to work in right of way. Used as basis for B. above From: Robert Pultz <farmandrural.law@gmail.com> Sent: Wednesday, December 3, 2025 11:16 AM To: Sue LeBrun <slebrun@townoforegonwi.gov> Subject: Another document £ Attached is the Notice to Proceed.£ If you can add this to the other docs and have the Clerk's Office prepare a meeting packet?£ I'll have a checklist and am willing to explain how all this works together and lead discussion, answer questions. If you prefer to lead discussion, have at it.£ The£plan all came together as I did the work. At least I have a roadmap now in my head of how we get this done.££ If our members are in agreement with this path forward, we may only need an hour. Not predicting.££ As I have consistently stated: this all needs to be run by the Town's legal counsel.££ Bob££ Outlook Fw: Notice to Proceed draft document From Sue LeBrun <slebrun@townoforegonwi.gov> Date Mon 1/5/2026 11:16 AM To Laurie Fitzgerald <lfitzgerald@townoforegonwi.gov>; Arlan Kay <akay@townoforegonwi.gov>; Jeff Jones (grayowls@charter.net) <grayowls@charter.net>; Chuck Crawford <gogator64@yahoo.com>; Robert Pultz <farmandrural.law@gmail.com>; Cory Inman <cinman@uwalumni.com>; Abel Schultz <aschultz@town.oregon.wi.us> Cc Jennifer Hanson <jhanson@townoforegonwi.gov> 1 attachment (777 KB) Notice to Proceed.pages; Hi All, As noted in the last email, here is the NoƟce to Proceed draŌ document. We will discuss & hopefully approve in our Jan. 8 meeƟng. Best Regards, Sue From: Robert Pultz <farmandrural.law@gmail.com> Sent: Friday, January 2, 2026 7:09 AM To: Sue LeBrun <slebrun@townoforegonwi.gov> Subject: The notice to proceed.££ Plus there has to be a method of alerting The Contractor to these new documents and requirement to comply with£the new proceed.££ Outlook Fahey Heights neighborhood roads FromSue LeBrun <slebrun@townoforegonwi.gov> Date Thu 11/20/2025 12:42 PM To clerk@town.rutland.wi.us <clerk@town.rutland.wi.us>; chairknutson@town.rutland.wi.us <chairknutson@town.rutland.wi.us> Cc supervisornedveck@town.rutland.wi.us <supervisornedveck@town.rutland.wi.us>; supervisorwilliams@town.rutland.wi.us <supervisorwilliams@town.rutland.wi.us>; supervisordorn@town.rutland.wi.us <supervisordorn@town.rutland.wi.us>; supervisorporter@town.rutland.wi.us <supervisorporter@town.rutland.wi.us>; Jennifer Hanson <jhanson@townoforegonwi.gov> Hello Chair Knutson, At the Town of Oregon, our Road & Traffic Safety committee is putting together a plan for addressing our older roads. One of the roads that came up with a lower PASER rating was Eisenhower St. (also Taft St.) in Fahey Heights. We were checking if any of the Fahey Heights neighborhood roads in Rutland (Eisenhower, Truman, Hoover, Roosevelt) are coming up in the next few years in your projects so we can possibly explore doing a joint project. Feel free to call me or email, whichever is easier. Thank you, Sue LeBrun, Town of Oregon Road & Traffic Safety Committee chair 608-215-8617 1P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION Inspection Report for P-13-209 BELL BROOK RD over BR STORY CREEK Sep 25, 2025 Type Prior Date Prior Team Leader Frequency (mos) Performed Routine 09-24-24 Leden, Andrew (9705) 12 X Deck evaluation 06-20-23 Carmichael, Adam (9714) 60 Scour plan of action 09-24-24 Leden, Andrew (9705) 48 SIA review 09-24-24 Leden, Andrew (9705) 48 SNBI 09-24-24 Leden, Andrew (9705) 0 X Uw-Profile 09-24-24 Leden, Andrew (9705) 24 Latitude 42°52'30.90" N Owner TOWN Longitude 89°27'41.40" W Maintainer TOWN Team members Time Log Hours 0 Minutes 40 Leden, Andrew: Team Leader Weather Temperature (f) 50 Condition Overcast Name Number Signature Signature Date Inspector Leden, Andrew 9705 Andrew Leden 09-25-25E-signed by Andrew Leden(atleden) 2P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 2 Identification & Location Feature On: BELL BROOK RD Section Town Range: S29 T05N R09E Structure Number: P-13-209Feature Under: BR STORY CREEK County: DANE Location 1.5M E JCT CTH D Municipality: OREGON Structure Name: Geometry Traffic measurements in feet, except where noted Lanes ADT ADT year Traffic Pattern Approach Roadway Width: 28 Bridge Roadway Width: 23.0 Total Length: 23.0 On 2 88 2015 two way traffic Approach Pavement Width: 20 Deck Width: 25.9 Deck Area (sq ft): 596 Capacity Load Rating Inventory rating: HS15 Overburden depth (in): 1.0 Last rating date: 07-23-09 Controlling: SLAB Positive Moment Operating rating: HS25 Deck surface material: Low Slump Concrete Control location: 0.5 SPAN 1 Posting: Narrow Bridge Emergency Vehicle Weight Limit (tons): Re-rate for capacity (Y/N): Re-rate notes: Hydraulic Classification Scour Critical Code(113): Critical- unstable foundations (3) Q100 (ft3/sec): 0 High water elevation (ft): 0.0 Velocity (ft/sec): 0.0 Sufficiency #: 53.4 Field Measured Rail(s) Rail Location Type Measurement (in) Primary Rail left outer Concrete thru girder (3ft x 9in) 43.0 Primary Rail right outer Concrete thru girder (3ft x 9in) 43.0 Approach Transitions North West Beam guard 24.0 Approach Transitions South West Beam guard 26.0 Departure Transitions North East Beam guard 26.0 Departure Transitions South East Beam guard 26.0 Span(s) Span # Material Configuration Depth (in) Length (ft) Main 1 CONCRETE Slab - Solid - Flat 21.5 Y Expansion joint(s) Temperature: File:55 New:50 Clearance Item File Measurement (ft) File Date New Measurement (ft) Highway min vertical on cardinal Horizontal on cardinal Construction History Year Work Performed FOS id 1923 New Structure 1973 Overlay - Concrete 3P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 3 Structure No.:P-13-209 Maintenance Items History Item Recommended by Status Status change Year completed IMP-Structure Replacement Pilgrim, Mark (9501) COMPLETE 11/16/17 2017 Comment: Status Comment: Maintenance Items Item Priority Recommended by Status Status change Misc - Cut Brush High Leden, Andrew (9705) IDENTIFIED 09/25/25 Comment: Remove brush and trees at wingwalls. Status Comment: Deck - Clean and Sweep Deck/Drains High Leden, Andrew (9705) IDENTIFIED 09/25/25 Comment: Sweep flowlines and clear drains. Status Comment: Deck - Seal Surface Cracks Medium Leden, Andrew (9705) IDENTIFIED 09/25/25 Comment: Seal deck cracks. Status Comment: Approach - Wedge Approach Medium Leden, Andrew (9705) IDENTIFIED 09/25/25 Comment: Wedge/resurface both approaches. Status Comment: Deck - Patching Low Leden, Andrew (9705) IDENTIFIED 09/25/25 Comment: Replace unsound patches with partial or full depth concrete surface repairs. Status Comment: IMP-Structure Replacement Low Leden, Andrew (9705) IDENTIFIED 09/25/25 Comment: Recommend replacing the bridge Status Comment: 4P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 4 Structure No.:P-13-209 Elements Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 X 38 Reinforced Concrete Slab SF 595 106 385 104 0 1080 Delamination - Spall - Patched Area SF 0 60 34 0 Spall at SW drain (2’ x 2’), SE drain (1’ x 1’) - 5 SF CS3. N. side has 6"x3' spall w/ exposed rusting rebar near N edge, W half - 3 CS3. 1'x4' spall w/ exposed rusting rebar near S edge, W half - 4 SF CS3. 1'x3' spall w/ exposed rusting rebar near S edge at midspan - 3 SF CS3. 1'x4' & 1’ x 8’ spalls w/ exposed rusting rebar at CL - 12 SF CS3. 5 scattered 1’ x 1’ spalls with exposed rebar - 5 SF CS3. 1’ x 2’ spall near N edge, E half with exposed rebar - 2 SF CS3. Multiple delams throughout (est. 10% - 60 SF) 1130 Cracking (RC) SF 0 325 70 0 N. side map cracking w/ delamination and heavy efflorescence and stalactites full length x 3-feet wide - 70 CS3. Numerous mod. long. cr., delam., and spalls w/ eff. - 56 CS2. Full width by 4' long at each end has light efflorescence. About 50% of curb is cracked. 8904 Discoloration SF 06 00 0 Approximately 10% with staining/discoloration scattered throughout. 8514 Concrete Overlay SF 595 0 466 126 3 3210 Debonding/Spall/Patched Area/Pothole SF 0 80 70 3 East: Unsound AC patches at the east deck end - 2.5’ avg x 20’ wide = 50 SF CS3; 12"x18" and 10"x12" potholes - 3 SF CS4 West: Unsound AC patches at the west deck end - 20 SF CS3. W. and E. ends cracked/spalled and patched with asphalt, failing. N. half of WBL is delaminated - 100 SF CS2. 3220 Crack (Wearing Surface) SF 0 386 56 0 Widespread moderate map cracking - 411 CS2 1/8" wide, full-length cracks 2' south and 8' north of CL - 56 CS3. X 110 Reinforced Concrete Open Girder LF 44 0 0 41 3 (Railing) 1080 Delamination - Spall - Patched Area LF 0 0 19 3 South girder: spalled 15" high x 2" to 4" deep x full length- 19 LF CS3; 3' exposed rusting rebar with approx 30% SL at 1/4 points - 3 LF CS4. (Spalls on inside and outside faces) North girder: spalls along inside curb face, up to 6” deep - CS3 (overlaps cracking) 1130 Cracking (RC) LF 0 0 22 0 N. girder has full length horiz. 1/8" wide crack, 2' up from bottom along edge. North girder: vertical cracks every 2'+/-. Cracking at N. deck edge throughout with stalactites - 22CS3. X 215 Reinforced Concrete Abutment LF 52 0 43 9 0 1080 Delamination - Spall - Patched Area LF 0 0 8 0 W Abut: Spall at SW corner w/exposed rusting rebar below waterline - 4 CS3 (not found 2024 due to high water). W Abut: Spall at NW corner below waterline - 3CS3 (not found 2024 due to high water). E. Abut: 6" dia. spall at NE corner - 1 CS3. 1130 Cracking (RC) LF 0 43 1 0 W Abut: Widespread mod. & wide vert & map cracking w/ some eff. - 19 CS2 E Abut: Widespread mod. & wide vert & map cracking w/ eff. - 24 CS2 + some rust stain -1 CS3 5P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 5 Structure No.:P-13-209 X 8400 Integral Wingwall EA 4 0 4 0 0 8903 Wall Deterioration EA 0 4 0 0 All Wings: Widespread insig. to moderate map cracking w/ lt effl - 4 CS2. SW & NW have 1" to 2" deep spalls at abutment interface - 2 CS2 Assessments Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 X 9001 Drainage - Ends of Structure EA 4 22 00 Minor erosion behind SW wingwall and at end of NE wingwall. X 9004 Drainage E A 40040 All are plugged X 9030 Signs - Object Markers E A 40400 4 tigerboards NE, SE, and SW are tipped. NW, NE, & SE have shotgun damage X 9031 Signs - Narrow Bridge E A 22000 X 9041 Slope Protection- Bare E A 22000 soft silt @ both abutments X 9323 Approach Roadway - Asphalt EA 2 0 0 20 Both approaches: map cracking and waviness. Dips in WBL at E. approach and full-width at W. approach. Condition Ratings File New Deck condition rating (C.01) Poor (4) Poor (4) Superstructure condition rating (C.02) Poor (4) Poor (4) 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) Poor (4) Poor (4) Bridge railing transitions condition rating (C.06) N/A (N) 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) Good (7) Good (7) Channel protection condition rating (C.10) Good (7) Good (7) Scour condition rating (C.11) None (9) None (9) Underwater inspection condition (C.15) Channel Bank Slumping (6) Bank Slumping (6) Waterway Equal Minimum (6) Equal Minimum (6) Approach Good- No speed reduction (8) 6P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 6 Structure No.:P-13-209 Structure Specific Notes Animal nesting/roosting presence on structure X Swallow nests present Inspection Specific Notes Inspector Site-Specific Safety Considerations Routine Specific Procedures Special Requirements Chk Hours Cost Comments Other X Waders 7P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 page 7 Structure No.:P-13-209 Underwater Probe Form P-13-209 General Site Conditions - Scour None observed General Site Conditions - Embankment Erosion/Conditions Minor erosion behind SW wingwall and at end of NE wingwall. Substructure Notes Chk Unit Max Water Depth(ft) Mode Channel Material Notes X Cardinal 1.5 Wade Silty Sand East 2.5’ at center of channel X Non Cardinal 1.5 Wade Silty Sand West 8P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 page 8 Structure No.:P-13-209 Routine Item 1 North elevation view p13-209_25_Rd12.jpg Routine Item 2 Longitudinal view looking west p13-209_25_Rd2.jpg Routine Item 3 Longitudinal view looking east p13-209_25_Rd4.jpg Routine Item 4 Spalls with exposed rebar at centerline p13-209_25_Rd8.jpg Linked Element(s): Reinforced concrete slab 9P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 page 9 Structure No.:P-13-209 Routine Item 5 Cracking with heavy effl. At north deck edge p13-209_25_Rd10.jpg Linked Element(s): Reinforced concrete slab Routine Item 6 Spalls at south deck underside near west abutment p13-209_25_Rd17.jpg Linked Element(s): Reinforced concrete slab Routine Item 7 Failed deck patching and cracks at east deck end p13-209_25_Rd7.jpg Linked Element(s): Reinforced concrete slab -> Concrete overlay 10P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 page 10 Structure No.:P-13-209 Routine Item 8 Spalling along north girders/rail p13-209_25_Rd5.jpg Linked Element(s): Reinforced concrete open girder Routine Item 9 Spall at south girder, west end p13-209_25_Rd6.jpg Linked Element(s): Reinforced concrete open girder Routine Item 10 Map cracking with effl. at north deck fascia/girder p13-209_25_Rd11.jpg Routine Item 11 South girder/deck spalling p13-209_25_Rd13.jpg Linked Element(s): 11P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 Reinforced concrete open girder Routine Item 12 SW deck and girder spalls with exposed rebar p13-209_25_Rd14.jpg Linked Element(s): Reinforced concrete slab Reinforced concrete open girder Routine Item 13 East abutment view p13-209_25_Rd15.jpg Linked Element(s): Reinforced concrete abutment Routine Item 14 West abutment view p13-209_25_Rd16.jpg Linked Element(s): Reinforced concrete abutment 12P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 page 12 Structure No.:P-13-209 Routine Item 15 Spall at SW abutment corner p13-209_25_Rd9.jpg Linked Element(s): Reinforced concrete abutment Integral wingwall Routine Item 16 West approach deterioration p13-209_25_Rd3.jpg Linked Element(s): Approach roadway - asphalt Routine Item 17 West narrow bridge sign p13-209_25_Rd1.jpg Linked Element(s): Signs - narrow bridge 13P-13-209 25-Sep-2025 inspection as of 25-Sep-2025 Specifications for National Bridge Inventory (SNBI) Data items P-13-209 Span Material and Type (B.SP) Span 1 (main) Number Beam Lines: 1 Wearing surface: Concrete - low slump (C04) Span Material: Reinforced concrete - cast-in-place (C01) Deck Protective system: None (0) Span Protective System: Unknown (U) Deck reinforcing protective system: None (0) 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: 20.4 Curved bridge: Not curved (N) Maximum bridge height: 6 Inspection Requirements (B.IR) NSTM Inspection Required: No (N) E or E' fatigue Details: Appraisal (B.AP) Approach roadway alignment: Good (G) Overtopping likelihood: Remote - once every 100 years or less frequently (1) 1V-13-188 10-Jun-2025 inspection as of 14-Jun-2025 STATE OF WISCONSIN DEPARTMENT OF TRANSPORTATION Inspection Report for V-13-188 Purcell Rd over Unnamed Creek at Purcell Rd Jun 10, 2025 Type Prior Date Prior Team Leader Frequency (mos) Performed Routine - local small X Latitude 42°56'35.91" N Owner TOWN Longitude 89°27'36.53" W Maintainer TOWN Team members Time Log Hours 0 Minutes 20 Weather Temperature (f) 75 Condition Sunny Name Number Signature Signature Date Inspector Polkinghorn, Ray 9688 Ray Polkinghorn 06-14-25E-signed by Ray Polkinghorn(polky) 2V-13-188 10-Jun-2025 inspection as of 14-Jun-2025 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 2 Identification & Location Feature On: Purcell Rd Section Town Range: Structure Number: V-13-188Feature Under: Unnamed Creek at Purcell Rd County: DANE Location 331 feet East of Blizzard Rd Municipality: OREGON Structure Name: Geometry Traffic measurements in feet, except where noted Lanes ADT ADT year Traffic Pattern Approach Roadway Width: 25 Bridge Roadway Width: 25.0 Total Length: 6.9 On 2 two way traffic Culvert Barrel Length: 50.0 Culvert Width: 6.9 Culvert Height: 6.0 Capacity Load Rating Inventory rating: Overburden depth (in): 31.0 Last rating date: Controlling: Operating rating: Deck surface material: Bituminous Control location: Posting: Emergency Vehicle Weight Limit (tons): Re-rate for capacity (Y/N): Y Re-rate notes: auto checked due to overburden initialized to 31.0 Hydraulic Classification Scour Critical Code(113): Q100 (ft3/sec): High water elevation (ft): Velocity (ft/sec): Sufficiency #: Field Measured Rail(s) Rail Location Type Measurement (in) Span(s) Span # Material Configuration Depth (in) Length (ft) Main 1 TIMBER Pipe - Flexible 6.9 Y Clearance Item File Measurement (ft) File Date New Measurement (ft) Highway min vertical on cardinal Horizontal on cardinal Construction History Year Work Performed FOS id 9999 New Structure - - Maintenance Items Item Priority Recommended by Status Status change Misc - Cut Brush Medium Polkinghorn, Ray (9688) IDENTIFIED 06/14/25 Comment: Cut brush at end walls and embankments Status Comment: Misc - Remove Vegetation (Spray) Medium Polkinghorn, Ray (9688) IDENTIFIED 06/14/25 Comment: Spray wild grape and vines at both ends Status Comment: Channel - Install Riprap Low Polkinghorn, Ray (9688) IDENTIFIED 06/14/25 Comment: Recommend installing heavy riprap at the downstream side to protect the endwalls/toewall from further exposure. Status Comment: 3V-13-188 10-Jun-2025 inspection as of 14-Jun-2025 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 3 Structure No.:V-13-188 Elements Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 X 240 Steel Culvert LF 50 05 00 0 6' diam. CMCP x 50' L 1000 Corrosion LF 05 00 0 Bottom has surface rust, F.L. - 50 CS2 Assessments Quantity in Condition State Chk Element Defect Description UOM Total 1 2 3 4 X 9001 Drainage - Ends of Structure EA 4 4000 X 9030 Signs - Object Markers EA 2 0020 White flexible culvert markers at the NE and SW corners. Both are obscured by brush. X 9248 Culvert End Treatment EA 2 0200 Steel end walls at each end. X 9325 Roadway Over Structure EA 1 0100 Asphalt w/chip seal travel lanes and gravel and turf shoulders. Unsealed moderate width trans cracks - 1 CS2 Condition Ratings File New Deck condition rating (C.01) N/A (N) Superstructure condition rating (C.02) N/A (N) Substructure condition rating (C.03) N/A (N) Culvert condition rating (C.04) Deterioration (6) Bridge railings condition rating (C.05) N/A (N) Bridge railing transitions condition rating (C.06) N/A (N) Bridge bearings condition rating (C.07) N/A (N) Bridge joints condition rating (C.08) N/A (N) Channel condition rating (C.09) Channel protection condition rating (C.10) Scour condition rating (C.11) NSTM inspection condition (C.14) Underwater inspection condition (C.15) Channel Waterway Approach Good- No speed reduction (8) Structure Specific Notes Created via VStructure import on 2024-11-13 Animal nesting/roosting presence on structure X None Inspection Specific Notes 4V-13-188 10-Jun-2025 inspection as of 14-Jun-2025 BRIDGE INSPECTION REPORT Wisconsin Department of Transportation DT2007 2003 s.84.17 Wis. Stats. page 4 Structure No.:V-13-188 Inspector Site-Specific Safety Considerations Routine - local small Specific Procedures Special Requirements Chk Hours Cost Comments 5V-13-188 10-Jun-2025 inspection as of 14-Jun-2025 page 5 Structure No.:V-13-188 Underwater Probe Form V-13-188 General Site Conditions - Scour None General Site Conditions - Embankment Erosion/Conditions No erosion observed Substructure Notes Chk Unit Max Water Depth(ft) Mode Channel Material Notes X Cardinal 0.0 Dry Silt X Non Cardinal 0.0 Dry Silt 6V-13-188 10-Jun-2025 inspection as of 14-Jun-2025 page 6 Structure No.:V-13-188 Local Small Bridge Item 1 Looking East v13-188_25_xbd1.jpg Local Small Bridge Item 2 Looking South v13-188_25_xbd2.jpg Local Small Bridge Item 3 Looking North v13-188_25_xbd3.jpg