Town of South Bruce Peninsula Bridge and Culvert Inspections OSIM Inspection Report

Transcription

1 Town of South Bruce Peninsula OSIM Inspection Report Prepared By: R.J. Burnside and Associates Limited 3 Ronell Crescent, Collingwood L9Y 4J6 Prepared for: Town of South Bruce Peninsula January 2015 File No: The material in this report reflects best judgement in light of the information available at the time of preparation. Any use which a third party makes of this report, or any reliance on or decisions made based on it, are the responsibilities of such third parties. R.J. Burnside and Associates Limited accepts no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions based on this report.

2 Town of South Bruce Peninsula i January 2015 Table of Contents 1.0 Introduction Inspection Observations and Recommendations Routine Maintenance Additional Studies/Investigations Repair, Rehabilitation or Replacement Bridge Condition Index Roadside Safety Load Limit Recommendations Prioritization of Recommended Work Summary Reports, OSIM Forms and Photos Bridge 01 - Sauble Falls Pedestrian Bridge Bridge 02 - Allenford Road Bridge Bridge 03 - Millards Bridge Bridge 04 - Walkers Bridge Bridge 05 - Jewel Bridge Bridge 06 - Kribs Road Culvert Bridge 07 - North Acres Road Culvert Bridge 08 - Clavering Creek Culvert Bridge 09 - John Doubt Memorial Bridge Bridge 10 - Bond Head Creek Bridge Bridge 11 - Pleasantview Bridge Bridge 12 - Rankin River Bridge Bridge 13 - Shanty Lane Culvert Bridge 14 - Sauble Road Bridge SR Bridge 15 - Park Head Creek Bridge II Bridge 16 - Gates Bridge Bridge 17 - Spring Creek Culvert Bridge 18 - Crows Creek Culvert Bridge 19 - Gowan Bridge Bridge 20 - Hahn Culvert Bridge 21 - North Acres Road Culvert # Bridge 22 - Boat Lake Road Culvert Bridge 23 - Howdenvale Road Culvert Bridge 24 - Elm Street Culvert Bridge 25 (New) - The Bury Road Culvert Bridge 26 (New) - Lumber Lost Road Culvert R.J. Burnside and Associates Limited _SouthBrucePeninsula-Municipal Bridge Inspection Report FINAL.doc

3 Town of South Bruce Peninsula i January 2015 Appendices A B C Structure Location Map Summary Structure Inventory and Costs OSIM Forms and Photos (On Compact Disk) R.J. Burnside and Associates Limited _SouthBrucePeninsula-Municipal Bridge Inspection Report FINAL.doc

4 Town of South Bruce Peninsula Introduction R.J. Burnside and Associates Limited (Burnside) has been engaged by the Town of South Bruce Peninsula to undertake the inspection of its municipal bridge and culvert structures over the span of 3.0 m. During the inspection we identified two additional structures that were added to the inventory. The Town requested that the inspections be completed in accordance with the Ministry of Transportation - Ontario Structure Inspection Manual (OSIM). Inspection of the Town s bridges and culverts is required every two years, by legislation, to be performed under the direction of a Professional Engineer. The purpose of the inspection is to assess structure conditions and identify any additional studies, repairs or replacements that are required. A map showing the location of all structures is provided in Appendix A. Burnside staff conducted a detailed element by element visual assessment of each bridge/culvert in order to identify any material defects, performance deficiencies and maintenance needs on a structure by structure basis. All data collected has been documented on OSIM forms and provided in digital format. In addition, a brief written overview has been provided to clarify the OSIM data. 2.0 Inspection Observations and Recommendations The following observations and recommendations were made during our recent inspection of the Town s structures. These inspections, along with a review of the previous reports have contributed to the recommendations provided. Depending on the condition of each structure, some level of remedial action is usually required. The recommendations for remedial work are provided in three classifications; routine maintenance, additional investigations and repair, rehabilitation or replacement. 2.1 Routine Maintenance Routine maintenance needs often require minimal effort to extend the service life of the structure. In most cases, routine maintenance can be undertaken by Town staff or locally contracted out. It is desirable to ensure that all maintenance needs identified at each structure be completed within the calendar year of receiving this report. Common structure defects were noted, to varying degrees, at most of the structures inspected. These common defects include: Minor erosion of slopes on culvert embankments and adjacent to bridge wingwalls; Excessive sand/granular material on deck surface due to winter maintenance or vehicle tracking;

5 Town of South Bruce Peninsula 2 Clogged deck drains or lack of drainage; Plugged expansion joints; Erosion of stream banks at the water level; Debris collection and heavy vegetation at culvert and bridge openings; Guide rail damage; Hand rail damage; Minor asphalt defects (potholes, cracking); and Lack of or missing hazard warning signs. These general defects can be addressed within the Town s routine maintenance program and these issues can be added to the Town s in house inspection routine. Routine bridge sweeping, washing of decks, drains, joints, bearing seat areas and girders will improve a structures service life. Removal or trimming of vegetation and addressing minor erosion concerns regularly will pre-empt more serious issues. A summary of maintenance needs is provided in Appendix B, along with estimated costs to complete the work. 2.2 Additional Studies/Investigations As per the Ontario Structure Inspection Manual, additional investigations or surveys may be required to further assess the condition of certain elements that may not be fully determined by a visual inspection. In many cases, where a major rehabilitation of a structure is required or planned, the completion of additional studies or investigations will assist in developing appropriate rehabilitation programs. Studies or investigations may also be required where performance deficiencies are suspected. Typical investigations that may be required include: Deck condition surveys; Structure evaluations (Load Capacity); Monitoring of deformations, settlements and movement; and Monitoring crack widths. A summary of recommended studies and costs is provided in Appendix B. 2.3 Repair, Rehabilitation or Replacement Recommended repair, rehabilitation or replacement work is provided on the OSIM form for each bridge and culvert. The recommended work is indicated for each element and outlines the priority and estimated construction cost. The priorities for the specified rehabilitation or replacement plans are typically identified on the OSIM forms as 6 to 10 years, 1 to 5 years, within 1 year and urgent.

6 Town of South Bruce Peninsula 3 The costs associated with the recommended work are based on the measured quantities of fair and poor element conditions and unit costs for similar and recent works. In many instances, where only minor works are required, the costs for mobilization, site access and or waterway control items (as required) are difficult to assess and may skew the costs of small scale works. This work is often best completed by grouping similar efforts together. For repair programs that require a number of prolonged on-site activities, we have assigned a variable general cost that may range from $10,000 to $70,000, to address some of the mobilization, insurance, bonding and related costs of being on-site. Where the recommended work is the replacement of the structure, these general costs are assumed to be included in the overall replacement cost. Construction cost estimates do not include engineering, property acquisition, or utilities relocation or support as may be required. A summary of recommended rehabilitation or replacement costs is provided in Appendix B. 3.0 Bridge Condition Index The Bridge Condition Index (BCI) for each structure has been determined based on the Ministry of Transportation Ontario (MTO) methodology followed in the MTO Document, MTO Bridge Condition index and Overall Measure of Bridge Condition, July A new structure would have a BCI value of 100 and the value will decline over time. Monitoring the rate of decline in the BCI and comparing this with an anticipated rate of decline will provide the Town with valuable long term planning and asset management information. In addition, determining an individual BCI value at any point in time, will allow the Town to make estimates of expected remaining service life and/or establish target BCI criteria for major rehabilitations or replacements. The Canadian Highway Bridge Design Code has a target service life of approximately 75 years, but it is recognized that maintenance, repair, and rehabilitations will be required along the way to reach this target or exceed it. As indicated, the BCI for a structure can range from 0 to 100 and municipal bridge and culvert infrastructure can be organized into several ranges.

7 Town of South Bruce Peninsula 4 Good BCI Range 70 to 100 A bridge with a BCI greater than 70 is generally considered to be in good to excellent condition and repair or rehabilitation work is not usually required within the next five years. Routine maintenance, such as sweeping, cleaning and washing are still recommended. Fair BCI Range 50 to 70 A bridge with a BCI between 50 and 70 is generally considered to be in fair condition. Repair or rehabilitation work recommended is ideally scheduled to be completed within the next five years. This is the ideal time to schedule major bridge repairs for larger and/or critical structures from an economic perspective. The most effective improvement in a structure s service life can be achieved by completing repairs while in this range. Poor BCI Less than 50 A bridge with a BCI rating of less than 50 is generally considered poor with lower numbers representing structures nearing the end of their service life. The repair or rehabilitation of these structures is ideally best scheduled to be completed within approximately one year. However, if it is determined that the replacement of the structure would be a more viable, practical or economical solution than repairing the structure, the structure can be identified for continued monitoring and scheduled for replacement within a 1 to10 year range. The lower the BCI the more of a priority, within the 1 to 10 year range, the replacement becomes. As noted, the BCI of a structure starts at 100 and declines over time as a result of the deterioration of its various components. The reduction in BCI, in theory, is a function of many factors including: traffic volume, truck use, use of de-icing chemicals, exposure to the elements and the type of structure. Each bridge will decline at its own rate but it is reasonable to expect that the decline begins slowly and accelerates as the structure gets older. The MTO has developed theoretical deterioration curves which can be used as a backdrop to estimate the remaining service life of a structure before replacement, or to establish a time frame for future rehabilitation. For the purposes of this report, culverts and bridges less than 6.0 m in span are assumed not to have a rehabilitation cycle. These structures will be monitored and planned for replacement when their BCI reaches 30. However, costs to repair identified defects are included on the OSIM forms should the Town wish to repair these structures.

8 Town of South Bruce Peninsula 5 For structures larger than 6.0 m in span, it has been assumed that the structure will be rehabilitated once during their lifetime. The rehabilitations are scheduled when the structures reach a BCI target of 60. The estimated time until replacement or rehabilitation is required has been provided and the costs for all works required in the next 10 years are identified. Over time, tracking the BCI for each structure and comparing its deterioration relative to the theoretic curve will allow the Town to determine if a structure is declining as expected, faster or more slowly. It may also provide a measure of how regular, routine maintenance and repair can preserve a structure s condition over time and extend its service life. 4.0 Roadside Safety During our inspections, Burnside makes note of the condition and effectiveness of roadside safety measures on the approaches to the structures. Where no roadside safety systems are present, Burnside has a responsibility to identify that there should be consideration given to installing roadside safety systems, i.e. guide rail and end treatments. However, we note that we typically recommend that consideration be given to installing roadside safety systems. Roadside safety system requirements are set out in the MTO - Roadside Safety Manual which is a guideline provided to be used as a risk assessment tool in establishing the need, type and extent of roadside safety measures. As is discussed in more detail in the manual, risk management is critical in assessing the need for roadside safety installations. At some structures, and on some roadways, the installation of guide rail systems may be seen as more of a hazard than not having a system. This may be a result of a reduction in road platform width, the ability to remove snow effectively, and the space available to place and anchor end treatments. In addition, local use of a roadway by farm equipment, location of driveway and field entrances around structures should also be considered in determining the need for guide rail systems. Site specific and detailed assessment of need at each structure is not included in this report. 5.0 Load Limit Recommendations Burnside has reviewed the existing load limit bylaw and structures identified with existing load postings. The existing load limits seem appropriate for the conditions of the structures inspected. Burnside does not recommend additional load evaluations for any of the existing structures at this time.

9 Town of South Bruce Peninsula 6 It is recommended that permanent designations of Pedestrian Use Only be applied to the Kribs Rd Culvert and the Sauble Falls Pedestrian Bridge. Permanent measures, such as concrete bollards, are recommended to prevent to prevent any heavier loading from vehicles travelling over the structures. If the deck of Bridge 4 Walker s Bridge is replaced with a timber deck, it may be possible to increase the load limit on this structure. A structural evaluation would be required if this is the case. 6.0 Prioritization of Recommended Work As an initial measure for prioritizing any required work, the structures have been ranked using their BCI values. A summary of the structures, in ascending order of BCI, along with their associated preliminary construction costs has been included in Appendix B. It should be noted that although the BCI is a good measure of the overall condition of the bridge, and therefore relative construction need, other factors are often considered when programming and prioritizing bridge work. Other factors that may be considered include: Traffic volume and number of trucks that regularly use the road; Load capacity restrictions at the site; Geometric restrictions (alignment or width); Pedestrian or cycling requirements; History of accidents or traffic conflicts; History of flooding or ice problems; Area growth and development; and In conjunction with already planned road improvements.

10 Town of South Bruce Peninsula 7.0 Summary Reports, OSIM Forms and Photos The following summary reports provide an overview of the routine maintenance, additional investigations and repair, rehabilitation or replacement needs for each structure. Associated preliminary costs and any additional comments are also provided. Full OSIM forms and photos for each structure have been provided on a compact disc in Appendix C. Report Prepared by: Report Reviewed and Approved by: R.J. Burnside and Associates Limited Stephen Riley, P.Eng. Manager, Bridge Group

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12 Town of South Bruce Peninsula Bridge 01 - Sauble Falls Pedestrian Bridge Road Name: N/A Location: Adjacent to CR13 South of Rankin Bridge Road Structure Type: Concrete Through Girder Number of Spans: 3 Span Lengths: 13.5,13.5, 7.2 m Overall Structure Width: 6.1 m Roadway Width: 4.5 m Year of Construction: 1930 Current Load Limit: Pedestrian

13 Town of South Bruce Peninsula 9 Routine Maintenance Element Maintenance Required Estimated Cost Decks Bridge cleaning $1, $1, Additional Investigations Element Investigation/survey Required Priority Estimated Cost Foundation Underwater investigation Normal $10, $10, Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type A concrete repairs to deck top, and concrete 1 to 5 years $125, overlay Type B concrete repairs to soffit, 1 to 5 years $45, Type C concrete repairs to abutment walls. Rebuild 1 to 5 years $100, wingwall Pave and waterproof over deck and approaches 1 to 5 years $15, Type C concrete repairs to piers 1 to 5 years $80, Miscellaneous repairs 1 to 5 years $25, General Items - Insurance, Mobilization, Access etc. 1 to 5 years $70, $460, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Hand railings should be added to retaining <1yr $10, walls where required by building code. $10, Additional Comments Bridge 1 is generally in fair condition and is demonstrating signs of deterioration on its concrete elements. Based on the current structure BCI of 56.4, and given the heritage value and span of the structure, it is anticipated that a rehabilitation should be completed within 1-5 years. Concrete repairs including an overlay, waterproofing and paving would help to prevent further concrete damage due to water ingress. The repairs should be completed to extend the lifespan of the structure. If a rehabilitation is not completed in the next 1-5 years, replacement would be the only option, with a similar type of structure costing approximately $1,900,000. A dedicated pedestrian bridge (Eagle Bridge or similar) would be more cost effective while providing the same level of service. A handrail or fence should be added to the existing retaining walls where required by the building code Bridge Condition Index = 56.4

14 Town of South Bruce Peninsula Bridge 02 - Allenford Road Bridge Road Name: Allenford Road Location: 0.5 km South of Spring Creek Road Structure Type: I-Beam Number of Spans: 1 Span Lengths: 10 m Overall Structure Width: 5.5 m Roadway Width: 5 m Year of Construction: Unknown Current Load Limit: 13 tonnes

15 Town of South Bruce Peninsula 11 Routine Maintenance Element Maintenance Required Estimated Cost Decks Bridge cleaning $ Approaches Rout and seal asphalt $1, Bearings Clean bearings $ Curb Repair timber curb $ $2, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Replace timber deck and curbs 6 to 10 $40, years Clean and paint structural steel 6 to 10 $40, years Replace barriers with Thrie beam 6 to 10 $10, years General Items - Insurance, Mobilization, Access 6 to 10 $40, etc. years $130, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Extruder end treatments 1 to 5 years $12, should be added $12, Additional Comments Bridge 2 is generally in good condition and is demonstrating signs of deterioration of the timber deck. Based on the current structure BCI of 72.0, a major rehabilitation should be considered as the BCI approaches 60 to ensure the structure does not deteriorate beyond repair. Timber deck replacement, cleaning and painting the steel beams should be included in the rehabilitation project in approximately 6 years. Consideration should also be given to replacing the steel beam guide rail with proper end treatments to help protect oncoming traffic Bridge Condition Index = 72.0

16 Town of South Bruce Peninsula Bridge 03 - Millards Bridge Road Name: Allenford Road Location: 0.3 km North of County Road 8 Structure Type: T-Beam Number of Spans: 3 Span Lengths: 11.5, 13.5, 11.5 m Overall Structure Width: 5.3 m Roadway Width: 4.5 m Year of Construction: unknown Current Load Limit: 15 tonnes

17 Town of South Bruce Peninsula 13 Routine Maintenance Element Maintenance Required Estimated Cost Approaches Patch potholes $1, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type A concrete repairs to curbs, 1 to 5 years $25, Type B concrete repairs to exterior soffit, 1 to 5 years $80, Type C concrete repairs to abutment walls, 1 to 5 years $25, wingwalls, Replace barriers 1 to 5 years $75, Repair shaft/bents 1 to 5 years $6, General Items - Insurance, Mobilization, Access 1 to 5 years $40, etc. $251, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Replace guiderail and end 1 to 5 years $46, treatments $46, Additional Comments Bridge 3 is generally in good condition and is demonstrating signs of concrete deterioration on the soffit and barriers. Based on the current structure BCI of 67.6, a minor rehabilitation should be considered in 4 years as the BCI approaches 60 to ensure the structure does not deteriorate beyond repair. Concrete repairs, waterproofing and paving and barrier replacement should be included in the rehabilitation project. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic Bridge Condition Index = 67.6

18 Town of South Bruce Peninsula Bridge 04 - Walkers Bridge Road Name: Allenford Road Location: 1.6 km North of Highway 21 Structure Type: Half Through Truss Number of Spans: 1 Span Lengths: 28.6 m Overall Structure Width: 4.9 m Roadway Width: 4.9 m Year of Construction: Unknown Current Load Limit: 13 tonnes

19 Town of South Bruce Peninsula 15 Routine Maintenance Element Maintenance Required Estimated Cost Approaches Rout and seal asphalt cracks $1, Decks Bridge cleaning $1, $2, Additional Investigations Element Investigation/survey Required Priority Estimated Cost Structure Structure evaluation $10, $10, Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Replace deck 1 to 5 years $350, Type C concrete repairs to wingwalls and 1 to 5 years $7, abutments Painting required to floor beams 1 to 5 years $25, Structural Steel repairs to floor beams 1 to 5 years $3, Replace expansion joints 1 to 5 years $50, General Items - Insurance, Mobilization, Access 1 to 5 years $75, etc. $511, Roadside Safety Costs Element Work Required Priority Estimated Cost Additional Comments Bridge 4 is generally in good condition and is demonstrating signs of severe deterioration and transverse cracking of the concrete deck. The deck is beyond economical repair. Based on the current structure BCI of 59.6, a major rehabilitation should be completed in the next 1-5 years. Concrete repairs, replacing the deck and cleaning and painting the steel floor beams should be included in the rehabilitation project. Replacing the existing concrete deck with a timber deck may also allow the Town to increase the load limit on the structure 2013 Bridge Condition Index = 59.6

20 Town of South Bruce Peninsula Bridge 05 - Jewel Bridge Road Name: Jewel Bridge Road Location: 0.5 km West of Dorena Cr. Structure Type: Concrete Arch Number of Spans: 1 Span Lengths: 21.5 m Overall Structure Width: 4.9 m Roadway Width: 4 m Year of Construction: 1920 Current Load Limit: 5 tonnes

21 Town of South Bruce Peninsula 17 Routine Maintenance Element Maintenance Required Estimated Cost Decks Deck cleaning $1, $1, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Concrete repairs to barriers and deck top 6 to 10 $3, years General Items - Insurance, Mobilization, Access 6 to 10 $20, etc. years $23, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Replace guiderail and end 1 to 5 years $46, treatments $46, Additional Comments Bridge 5 is generally in good condition and is demonstrating signs of minor concrete deterioration on the barriers and deck. Based on the current structure BCI of 70.3, a minor rehabilitation should be considered as the BCI approaches 60 (in approximately 6 years) to ensure the structure does not deteriorate beyond repair. Concrete repairs should be included in the rehabilitation project. Consideration should also be given to replacing the steel beam guide rail with proper end treatments to help protect oncoming traffic. Upgrades to the guide rail structure connections should be completed as they are deficient with respect to current codes Bridge Condition Index = 70.3

22 Town of South Bruce Peninsula Bridge 06 - Kribs Road Culvert Road Name: Kribs Road Location: Structure Type: Concrete Open Footing Number of Spans: 1 Span Lengths: 2.5 m Overall Structure Width: 7.2 m Roadway Width: 4.8 m Year of Construction: 1940 Current Load Limit: Pedestrian

23 Town of South Bruce Peninsula 19 Routine Maintenance Element Maintenance Required Estimated Cost Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type A concrete repairs to deck top, curbs, 1 to 5 years $100, Type C concrete repairs to barrels, inlet, outlet, 1 to 5 years $75, Slope stabilization 1 to 5 years $5, General Items - Insurance, Mobilization, Access 1 to 5 years $40, etc. $220, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Replace guiderail or fence 1 to 5 years $20, and handrailing $20, Additional Comments Bridge 6 is generally in fair to poor condition and is demonstrating signs of severe concrete deterioration on the deck and soffit. Based on the current BCI of 38.8, and the span of 2.5 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 4 years. Replacing the superstructure with a structure designed for pedestrian loading on top of the existing abutments would cost approximately $100,000 to 125,000. Consideration should also be given to installing steel beam guide rail or handrails to help protect oncoming pedestrians Bridge Condition Index = 38.8

24 Town of South Bruce Peninsula Bridge 07 - North Acres Road Culvert Road Name: North Acres Road Location: Structure Type: Concrete Box Culvert Number of Spans: 1 Span Lengths: 2.4 m Overall Structure Width: 7.3 m Roadway Width: 6.3 m Year of Construction: Unknown Current Load Limit: N/A

25 Town of South Bruce Peninsula 21 Routine Maintenance Element Maintenance Required Estimated Cost Approaches and Deck Grade approaches and clean gravel $2, on deck $2, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type C concrete repairs to barrels, inlet, outlet 1 to 5 years $25, General Items - Insurance, Mobilization, Access 1 to 5 years $40, etc. $65, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Install guide rail 1 to 5 years $46, $46, Additional Comments Bridge 7 is generally in fair condition and is demonstrating signs of concrete deterioration. Based on the current BCI of 53.7, and the span of 2.4 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 12+ years at a cost of $225,000. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic. The repairs listed above may be completed to slightly extend the lifespan of the structure; however, the repairs may not be economically efficient Bridge Condition Index = 53.7

26 Town of South Bruce Peninsula Bridge 08 - Clavering Creek Culvert Road Name: North Acres Road Location: 1 km South of Elm Street Structure Type: Concrete Box Culvert Number of Spans: 1 Span Lengths: 6.7 m Overall Structure Width: 13.5 m Roadway Width: 7 m Year of Construction: Unknown Current Load Limit: N/A

27 Town of South Bruce Peninsula 23 Routine Maintenance Element Maintenance Required Estimated Cost Gravel wearing surface Re-grade $1, Slopes Provide rip-rap over wingwalls $2, $4, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type B concrete repairs to soffit 6 to 10 $2, years General Items - Insurance, Mobilization, Access 6 to 10 $40, etc. years $42, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Install guide rail 1 to 5 years $46, $46, Additional Comments Bridge 8 is generally in good condition and is demonstrating signs of concrete deterioration and erosion on the slopes. Based on the current structure BCI of 72.1, a minor rehabilitation should be considered as the BCI approaches 60 to ensure the structure does not deteriorate beyond repair. Concrete repairs should be included in the rehabilitation project in approximately 6 years. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic. Erosion protection should be placed on the slopes adjacent to the wingwalls to prevent any further erosion Bridge Condition Index = 72.1

28 Town of South Bruce Peninsula Bridge 09 - John Doubt Memorial Bridge Road Name: Park Head Road Location: 500 m from Sideroad 5 Structure Type: Precast I-Beam Number of Spans: 1 Span Lengths: 26.8 m Overall Structure Width: 9.15 m Roadway Width: 7.3 m Year of Construction: 1979 Current Load Limit: N/A

29 Town of South Bruce Peninsula 25 Routine Maintenance Element Maintenance Required Estimated Cost Decks Bridge and joint cleaning $1, $1, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Replace guide rail 1 to 5 years $46, $46, Additional Comments Bridge 9 is generally in excellent to good condition. Based on the current structure BCI of 81.4, a minor rehabilitation should be considered as the BCI approaches 60 to ensure the structure does not deteriorate beyond repair. Concrete repairs and waterproofing and paving should be included in the rehabilitation project in approximately 11 years. Consideration should also be given to replacing the steel beam guide rail with proper end treatments to help protect oncoming traffic. Joints should be cleaned on a yearly basis to maintain their flexibility and function Bridge Condition Index = 81.4

30 Town of South Bruce Peninsula Bridge 10 - Bond Head Creek Bridge Road Name: Park Head Road Location: 0.3 km West of County Road 10 Structure Type: T-Beam Number of Spans: 1 Span Lengths: 7.7 m Overall Structure Width: 6.6 m Roadway Width: 5.6 m Year of Construction: unknown Current Load Limit: N/A

31 Town of South Bruce Peninsula 27 Routine Maintenance Element Maintenance Required Estimated Cost Decks Bridge cleaning $1, Wearing surface Patching, rout and seal $1, $2, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type A concrete repairs to curbs, 1 to 5 years $3, Type B concrete repairs to soffit, 1 to 5 years $20, Type C concrete repairs to abutment walls, 1 to 5 years $60, wingwalls, Patch asphalt and potholes on deck 1 to 5 years $2, General Items - Insurance, Mobilization, Access 1 to 5 years $50, etc. $135, Roadside Safety Costs Element Rehabilitation Required Priority Estimated Cost Approaches Provide extruder end 1 to 5 years $16, treatments $16, Additional Comments Bridge 10 is generally in fair to poor condition and is demonstrating signs of severe deterioration on deck, soffit and abutments. Based on the current structure BCI of 47.9, a major rehabilitation should be considered in 1 to 3 years. If these repairs are not completed in the near future, the abutments will be beyond economical repair, and replacement of the structure should be scheduled in approximately 9 years at a cost of $650,000. Concrete repairs and waterproofing and paving should be included in the rehabilitation project. Consideration should also be given to replacing the steel beam guide rail with proper end treatments to help protect oncoming traffic Bridge Condition Index = 47.9

32 Town of South Bruce Peninsula Bridge 11 - Pleasantview Bridge Road Name: Pleasantview Road Location: 0.5 km West of County Road 14 Structure Type: Concrete Rigid Frame Number of Spans: 1 Span Lengths: 3 m Overall Structure Width: 6.5 m Roadway Width: 5.3 m Year of Construction: unknown Current Load Limit: N/A

33 Town of South Bruce Peninsula 29 Routine Maintenance Element Maintenance Required Estimated Cost Decks Bridge cleaning $1, Wearing surface Re-grading of gravel surface $1, Slopes and Embankments Add rip-rap to corners of wingwalls $2, $5, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type A concrete repairs to deck top, curbs, and 1 to 5 years $7, barriers Type B concrete repairs to soffit, 1 to 5 years $45, Type C concrete repairs to wingwalls, 1 to 5 years $7, General Items - Insurance, Mobilization, Access 1 to 5 years $40, etc. $100, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Install guide rail 1 to 5 years $46, $46, Additional Comments Bridge 11 is generally in good to fair condition and is demonstrating signs of concrete deterioration and moisture penetration on soffit. Based on the current BCI of 55.7, and the span of 3.0 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 13 years at a cost of $225,000. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic. The repairs listed above may be completed to slightly extend the lifespan of the structure; however, the repairs may not be economically efficient Bridge Condition Index = 55.7

34 Town of South Bruce Peninsula Bridge 12 - Rankin River Bridge Road Name: Rankin River Bridge Road Location: 0.4 km East of County Road 13 Structure Type: Precast I-Beam Number of Spans: 1 Span Lengths: 17.8 m Overall Structure Width: 9.4 m Roadway Width: 7.5 m Year of Construction: 1985 Current Load Limit: N/A

35 Town of South Bruce Peninsula 31 Routine Maintenance Element Maintenance Required Estimated Cost Decks Bridge cleaning $1, $1, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Install guide rail 1 to 5 years $46, $46, Additional Comments Bridge 12 is generally in good condition. Based on the current structure BCI of 79.4, a minor rehabilitation should be considered as the BCI approaches 60 to ensure the structure does not deteriorate beyond repair. Concrete repairs and waterproofing and paving should be included in the rehabilitation project. Consideration should also be given to replacing the steel beam guide rail with proper end treatments and structure connections to help protect oncoming traffic Bridge Condition Index = 79.4

36 Town of South Bruce Peninsula Bridge 13 - Shanty Lane Culvert Road Name: Shanty Lane Location: East of Daddy Weir Road Structure Type: Concrete Box Culvert Number of Spans: 1 Span Lengths: 2.5 m Overall Structure Width: 4.9 m Roadway Width: 4.1 m Year of Construction: unknown Current Load Limit: N/A

37 Town of South Bruce Peninsula 33 Routine Maintenance Element Maintenance Required Estimated Cost Additional Investigations Element Investigation/survey Required Priority Estimated Cost Structure Monitor cracking/movement $2, $2, Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type A concrete repairs to curbs, 1 to 5 years $2, Type C concrete repairs to inlet, outlet, 1 to 5 years $5, General Items - Insurance, Mobilization, Access 1 to 5 years $20, etc. $27, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Install guide rail 1 to 5 years $46, $46, Additional Comments Bridge 13 is generally in good condition and is demonstrating signs of concrete deterioration and cracking on the abutment. Structure should be monitored for settlement and movement of east abutment. Based on the current BCI of 66.9, and the span of 2.5 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 18 years, or if the cracking and movement become critical. The replacement is estimated to cost $225,000. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic, however given the low traffic volume on this road; guide rail would be considered a low priority. The repairs listed above may be completed to slightly extend the lifespan of the structure; however, the repairs may not be economically efficient Bridge Condition Index = 66.9

38 Town of South Bruce Peninsula Bridge 14 - Sauble Road Bridge SR-15 Road Name: Sideroad 15 Location: South of Spring Creek Road Structure Type: Concrete I Beam Number of Spans: 1 Span Lengths: 29 m Overall Structure Width: m Roadway Width: 9 m Year of Construction: 2010 Current Load Limit: N/A

39 Town of South Bruce Peninsula 35 Routine Maintenance Element Maintenance Required Estimated Cost Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Roadside Safety Costs Element Work Required Priority Estimated Cost Additional Comments Bridge 14 is generally in excellent condition. Based on the current structure BCI of 99.3 no work is required, a rehabilitation should be considered as the BCI approaches 60 to ensure the structure does not deteriorate beyond repair. At that time, Concrete repairs and waterproofing and paving should be included in the rehabilitation project Bridge Condition Index = 99.3

40 Town of South Bruce Peninsula Bridge 15 - Park Head Creek Bridge II Road Name: Sideroad 5 Location: 0.2 km North of Park Head Road Structure Type: T-Beam Number of Spans: 1 Span Lengths: 8.25 m Overall Structure Width: 5.9 m Roadway Width: 4.9 m Year of Construction: unknown Current Load Limit: N/A

41 Town of South Bruce Peninsula 37 Routine Maintenance Element Maintenance Required Estimated Cost Decks Bridge cleaning $1, Wearing surface Patching, rout and seal $1, $2, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type C concrete repairs to wingwalls, girders and 6 to 10 $8, abutments years Waterproof and pave 6 to 10 $7, years General Items - Insurance, Mobilization, Access 6 to 10 $40, etc. years $56, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Add end treatments 1 to 5 years $16, $16, Additional Comments Bridge 15 is generally in good condition and is demonstrating signs of minor concrete deterioration on the abutments and wingwalls. Based on the current structure BCI of 72.2, a minor rehabilitation should be considered as the BCI approaches 60 to ensure the structure does not deteriorate beyond repair. Rehabilitation should be scheduled in approximately 6 years and consist of concrete repairs, and waterproofing and paving. Consideration should also be given to replacing the steel beam guide rail with proper end treatments to help protect oncoming traffic Bridge Condition Index = 72.2

42 Town of South Bruce Peninsula Bridge 16 - Gates Bridge Road Name: Silver Lake Road Location: 2.5 km West of County Road 10 Structure Type: Precast I-Beam Number of Spans: 3 Span Lengths: 12.2, 21.9, 12.2 m Overall Structure Width: 9.3 m Roadway Width: 8.1 m Year of Construction: 1970 Current Load Limit: N/A

43 Town of South Bruce Peninsula 39 Routine Maintenance Element Maintenance Required Estimated Cost Decks Bridge cleaning $1, Wearing surface Patching, rout and seal $1, Abutment Slopes Provide rip-rap on slope $5, $7, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Repair guide rail 1 to 5 years $1, $1, Additional Comments Bridge 16 is generally in good condition. Based on the current structure BCI of 74.9, a minor rehabilitation should be considered as the BCI approaches 60 to ensure the structure does not deteriorate beyond repair. A rehabilitation consisting of concrete repairs, waterproofing and paving should be completed in 18 years. Rip rap should be placed on the slopes in front of the abutments to provide erosion protection Bridge Condition Index = 74.9

44 Town of South Bruce Peninsula Bridge 17 - Spring Creek Culvert Road Name: Spring Creek Road Location: 0.2 km South of Jewel Bridge Road Structure Type: Concrete Box Culvert Number of Spans: 1 Span Lengths: 4.2 m Overall Structure Width: 9.8 m Roadway Width: 5.6 m Year of Construction: unknown Current Load Limit: N/A

45 Town of South Bruce Peninsula 41 Routine Maintenance Element Maintenance Required Estimated Cost Wearing surface Patching, rout and seal $1, $1, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Concrete repairs to barrels 6 to 10 $3, years Clean sediment out of channel 6 to 10 $10, years General Items - Insurance, Mobilization, Access 6 to 10 $40, etc. years $53, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Install guide rail 1 to 5 years $46, $46, Additional Comments Bridge 17 is generally in good condition and is demonstrating signs of minor concrete deterioration on the barrel. Based on the current BCI of 71.8, and the span of 4.2 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 20+ years at a cost of $225,000. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic. Cleaning out the channel under the culvert would improve the hydraulic capacity of the culvert. The repairs listed above may be completed to slightly extend the lifespan of the structure; however, the repairs may not be economically efficient Bridge Condition Index = 71.8

46 Town of South Bruce Peninsula Bridge 18 - Crows Creek Culvert Road Name: Waugh's Road Location: 0.4 km from County Road 9 Structure Type: Concrete Box Culvert Number of Spans: 1 Span Lengths: 3.5 m Overall Structure Width: 10.5 m Roadway Width: 6 m Year of Construction: 1950 Current Load Limit: N/A

47 Town of South Bruce Peninsula 43 Routine Maintenance Element Maintenance Required Estimated Cost Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Type C concrete repairs to outlet, and barrels 1 to 5 years $10, Raise guide rail over culvert 1 to 5 years $3, General Items - Insurance, Mobilization, Access 1 to 5 years $20, etc. $33, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Replace buried end 1 to 5 years $16, treatments with extruders $16, Additional Comments Bridge 18 is generally in good condition and is demonstrating signs of minor concrete deterioration on the outlet and barrel. Based on the current BCI of 69.3, and the span of 3.5 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 20 years at a cost of $225,000. Consideration should also be given to replacing the steel beam guide rail with proper end treatments to help protect oncoming traffic. The guide rail is too low over the culvert, and should be raised to meet current standards. The repairs listed above may be completed to slightly extend the lifespan of the structure; however, the repairs may not be economically efficient Bridge Condition Index = 69.3

48 Town of South Bruce Peninsula Bridge 19 - Gowan Bridge Road Name: Allenford Road Location: 1 km South of Crooked Hill Road Structure Type: Ellipse Culvert Number of Spans: 2 Span Lengths: 1.8, 1.8 m Overall Structure Width: 10.6 m Roadway Width: 5.8 m Year of Construction: Unknown Current Load Limit: N/A

49 Town of South Bruce Peninsula 45 Routine Maintenance Element Maintenance Required Estimated Cost Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Replace structure 1 to 5 years $225, $225, Roadside Safety Costs Element Work Required Priority Estimated Cost Approaches Install guide rail Included in replacement cost Additional Comments Bridge 19 is generally in poor condition and is demonstrating signs of corrosion with section loss and deformations. Based on the current BCI of 21, and the combined span of 3.6 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended in 1 to 5 years at a cost of $225,000. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic Bridge Condition Index = 21

50 Town of South Bruce Peninsula Bridge 20 - Hahn Culvert Road Name: Sideroad 15 Location: 1.5 km North of Spring Creek Road Structure Type: Concrete Box Culvert Number of Spans: 1 Span Lengths: 3.1 m Overall Structure Width: 14 m Roadway Width: 6 m Year of Construction: Current Load Limit: N/A

51 Town of South Bruce Peninsula 47 Routine Maintenance Element Maintenance Required Estimated Cost Barrel Remove filter cloth $ $ Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Concrete repairs to the original barrel and 1 to 5 years $25, waterproof joints General Items - Insurance, Mobilization, Access 1 to 5 years $40, etc. $45, Roadside Safety Costs Element Work Required Priority Estimated Cost Additional Comments Bridge 20 is generally in good condition however, the original middle section is demonstrating signs of concrete deterioration. Based on the current BCI of 80.8, and the span of 3.1m, (less than 6.0m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 20+ years at a cost of $225,000. However, it is anticipated that concrete repairs to the original section and waterproofing of the joints should be completed in 1 to 5 years to reach the 20+ year lifespan. The filter fabric remaining from the recent extensions should be cut off to prevent any debris from being trapped in the fabric Bridge Condition Index = 80.8

52 Town of South Bruce Peninsula Bridge 21 - North Acres Road Culvert #1 Road Name: North Acres Road Location: Structure Type: Round Steel Multiplate Culvert Number of Spans: 1 Span Lengths: 2.7 m Overall Structure Width: 15.3 m Roadway Width: 6.8 m Year of Construction: 1985 Current Load Limit: N/A

53 Town of South Bruce Peninsula 49 Routine Maintenance Element Maintenance Required Estimated Cost Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Roadside Safety Costs Element Rehabilitation Required Priority Estimated Cost Approaches Install guide rail 1 to 5 years $46, $46, Additional Comments Bridge 21 is generally in good condition. Based on the current BCI of 75.0, and the span of 2.7 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 20+ years at a cost of $225,000. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic Bridge Condition Index = 75

54 Town of South Bruce Peninsula Bridge 22 - Boat Lake Road Culvert Road Name: Boat Lake Road Location: 500 m West of Highway 6 Structure Type: Round Culvert Number of Spans: 3 Span Lengths: 1.9, 1.9, 1.9 m Overall Structure Width: 15 m Roadway Width: 6.5 m Year of Construction: Unknown Current Load Limit: N/A

55 Town of South Bruce Peninsula 51 Routine Maintenance Element Maintenance Required Estimated Cost Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Roadside Safety Costs Element Rehabilitation Required Priority Estimated Cost Additional Comments Bridge 22 is generally in good condition, and has a penetration of the east cell by the guide rail post. Based on the current BCI of 73.8, and the combined span of 5.7 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 20+ years at a cost of $550,000. The east cell with the guide rail post penetration should be monitored during subsequent bridge inspections for further deformations and corrosion Bridge Condition Index = 73.8

56 Town of South Bruce Peninsula Bridge 23 - Howdenvale Road Culvert Road Name: Howdenvale Road Location: West of Hwy 6 Structure Type: Round Steel Multiplate Culvert Number of Spans: 3 Span Lengths: 0.7, 0.7, 0.7 m Overall Structure Width: 7.3 m Roadway Width: 4.6 m Year of Construction: 1960 Current Load Limit: N/A

57 Town of South Bruce Peninsula 53 Routine Maintenance Element Maintenance Required Estimated Cost Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Consider replacing structure with new CSP or 1 to 5 years $225, concrete box culvert $225, Roadside Safety Costs Element Rehabilitation Required Priority Estimated Cost Approaches Install guide rail Included in Replacement Costs Additional Comments Bridge 23 is generally in poor condition and is demonstrating signs of corrosion and deformations. Based on the current BCI of 33.1, and the combined span of 2.1 m, (less than 6.0 m) rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 2 years at a cost of $225,000. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic as part of the replacement. Structures are over capacity and the location should be monitored for water over topping the road and for the structural integrity of the CSPs Bridge Condition Index = 33.1

58 Town of South Bruce Peninsula Bridge 24 - Elm Street Culvert Road Name: Elm Street Location: 0.75 km West of Northacres Road Structure Type: Ellipse Culvert Number of Spans: 7 Span Lengths: 1.5, 2.2, 2.2, 1.8, 1.5, 1.8, 1.8 m Overall Structure Width: 10 m Roadway Width: 6 m Year of Construction: Unknown Current Load Limit: N/A

59 Town of South Bruce Peninsula 55 Routine Maintenance Element Maintenance Required Estimated Cost Road Regrade gravel wearing surface $1, $1, Additional Investigations Element Investigation/survey Required Priority Estimated Cost Culverts Hydraulic capacity $10, $10, Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Roadside Safety Costs Element Rehabilitation Required Priority Estimated Cost Approaches Install guide rail $46, $46, Additional Comments Bridge 24 is generally in good condition however, it appears to be over capacity. Based on the current BCI of 74.1, and the combined span of 12.8 m, rehabilitation is not recommended and replacement of the structure with a larger span structure is recommended once the BCI reaches 30, in approximately 20+ years at a cost of $950,000. An investigation into the hydraulic capacity of the site should be conducted to determine the extent that the existing culverts are under capacity. Recent culvert additions suggest that there is a history of flooding at the site. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic Bridge Condition Index = 74.1

60 Town of South Bruce Peninsula Bridge 25 (New) - The Bury Road Culvert 1 Road Name: The Bury Road Location: 150 m North of Limberlost Rd Structure Type: Twin CSP Pipe Culverts Number of Spans: 2 Span Lengths: 1.8, 1.8 m Overall Structure Width: 8.8 m Roadway Width: 5 m Year of Construction: Unknown Current Load Limit: N/A

61 Town of South Bruce Peninsula 57 Routine Maintenance Element Maintenance Required Estimated Cost Wearing surface Re-grade roadway $1, $1, Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Roadside Safety Costs Element Rehabilitation Required Priority Estimated Cost Approaches Install guide rail $46, $46, Additional Comments Bridge 25 is generally in good condition and is demonstrating some signs of corrosion in the barrel. Based on the current BCI of 64.1, and the combined span of 3.6 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 15+ years at a cost of $275,000. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic Bridge Condition Index = 64.1

62 Town of South Bruce Peninsula Bridge 26 (New) - Lumber Lost Road Culvert 1 Road Name: Lumber Lost Road Location: At the intersection of Lumber Lost Road and The Bury Road Structure Type: Twin CSP Pipe Culverts Number of Spans: 2 Span Lengths: 1.8, 1.8 m Overall Structure Width: 18.2 m Roadway Width: 9.4 m Year of Construction: Unknown Current Load Limit: N/A

63 Town of South Bruce Peninsula 59 Routine Maintenance Element Maintenance Required Estimated Cost Additional Investigations Investigation/survey Element Required Priority Estimated Cost Repair/Rehabilitation Work Element Rehabilitation Required Priority Estimated Cost Roadside Safety Costs Element Rehabilitation Required Priority Estimated Cost Approaches Install guide rail $46, $46, Additional Comments Bridge 26 is generally in good condition and is demonstrating some signs of corrosion in the barrel. Based on the current BCI of 72.1, and the combined span of 3.6 m, (less than 6.0 m) a rehabilitation is not recommended and replacement of the structure is recommended once the BCI reaches 30, in approximately 20+ years at a cost of $275,000. Consideration should also be given to installing steel beam guide rail with proper end treatments to help protect oncoming traffic Bridge Condition Index = 72.1

64 Appendix A Appendix A Structure Location Map

65 pe rs tre W ate e Cam ro n Roa rk d Roa d Pa iv Dr r ad Ha b o ur ad Ho et 9 P O 4 o st R e Ro y Ba s io n We ns 0 ad 1 ces o ad w R Ho b so ero Con Sha Sid ad W id g e o 13! ( ad Wa a s Ro ugh d Bo Mc Iv e r un da ry Ro! ( ad Pur nt p le Va l Roa d Cor 9 d Roa eir dy W oad ce R Dad le y Bru 26 ive l Dr e d sce L! (! ( oa st R e rlo im b Cre 25 Bel Sun s e t D r iv 18 gs S rr u tt e oad K in n Ro 6 O P C e ov ad d Ro oa r R ey Ro d u a rb o d Roa Bay Pik e oa y R H Sy dn Bur Wh i s k e y R o we s The La k e y Ba tio n 9 O P ona Co ey ven oa s R d Stre et nue nt ce M Cr fo o t Mu Big 6 O P Gre em e tt l ig S Lu c k y Lak e 9 ad G eo rg i an Ba y a (b d Qu arry Road ue ke 21 La o ry Sp! (! ( Elm R o a d 26 Fran k r St ee t O P 1 C o n c e ss io n R o a d 2 Elm S tre e t e 8 ak L! ( 22 Northacres R oad G eo rg n ie ne ) ey Boat Lake Ro ad C o n c e ss io n 2 1 Grey Ro ad 17! ( nta 6 O P Mo u Sa u b le F a lls P ar kw a y eet B a y S tr B a Z io n C h u rc h R o a d Sh i p h a n t Roa d ad T h o m p s o n s S id e ro 24 t Be ad 13 O P B e r fo r d S t r e e t Ol G o u ld S tre et r e lin e A ve n d! (7 oa y Ro C o n c e ss io n 2 4 Ol O P1 3 O lip h a n t W a y ie Gr Bruce Road 13 Bryan t Street O ld R e d B a y R o ad s Lake Hodgin Spry Lake Ro ad a r l lo ch R oad 1 Ro B r u ce Roa Ro 6! ( en t ad 9 O P oad e R d ke nt Lak Roa a Isaa c L Ba sce r d L ke a d L a L d C re d L ake rfo Be ke d Re Mu ac Roa ake fo r d Is a on Res o r t oa y R rd ke La Ro y y e Vall p le Pur Ber d e Hur R oa Hea S id ad Ba Sk Mar ts righ W d roa es L a ke y 6! ( d Roa vale Lake Huron (lac Huro n) hwa den a Be e tti H ig 23 How Sum Ave m er i n 15 d oa Sid 13 re Di ag 0 ad Ro ey a Gr ro de e ak r Ma L i n e L ak e To w n e Lak ley es Ch S c o t c h S e tt l e m e n t R o a d O n ja G a h B o R o a d Mandawoub R oad of G rey Si pl Ma 13 ue s on Aven ue S o u th omp Aven Th 2nd 13 d oa ce R Bru ag nc H ig h way 21 Arran C onc e an st A rr 12 Ea s sio n Sid er o a d 12 Sid er o a Co d 9 an st A rr 10 Ea n o i s nces A rr an L Co O P s io n 11 in o ad Jackson R R o ad R oad Conces ye 6 O ld S ch o o l R o a d e A Lin C hurch ake ay Sid er o a d 5 Arran hw C o n c e s sio n 3 K e p p el ne ruce Li Grey B D H ig C o n c e s sio n 5 K e p p el Bruce Road 10 Sid er o a d 5 a ee 10 L ake 10 O P e n1 Sc d O P False Northing: 0m! ( Ma p Title BRIDGE AND CULVERT LOCATIONS 2,000 3,000 Metres 4,000 5,000 TOWN OF SOUTH BRUCE PENINSULA BRIDGE AND CULVERT LOCATIONS Gr id North Scale Factor: ,000 s id e s io 21 A rr a n 0 West io n 12 es s Conc est 13 W ss io n! ( N orth ad 25 o Central Meridian: 81 0'0.00"W Rotation: 0Degrees! ( Sa le m R o a d n 0 Arra oad 2 nd Coord. System: NAD 1983 UTM Zone 17N False Easting: 500,000m F ie ld S id e ro 21 O P n D riv e n S tr e et k w 11 S id e r do! ( es O P6 14 O P Projection: Transverse Mercator en 4 nc y6 S h a ll o Country R oad d wa B lin d L in e n 5 Arra oad 1 la r Park Head R oad A lle n fo rd R o a d Sk ip n es s R o ad E as t B L in e O P21 C! ( L C ro o k e d H ill R o a d S id e r e ab L ake McN 17 n L ak rso Ca e 9! ( Cr d e La k e Co Sh o u ld ice B lo c k R o a d P 15 ld Gou gh Cou of B ruce iv e Hi 10 O P Dr d 25 ar k H Bruce Road 14 yv ill C h e s ley L ak e R o ad T 1. Ministry of Natural Resources, Queen's Printer for Ontario 2. Natural Resources Canada Her Majesty the Queen in Right of Canada. 3. Corporation of the Bruce County. This map is the product of a Geographic Information System (GIS). As such, the data represented on this map may be subject to updates and future reproductions may not be identical. ro ol ho 3 Silve r L a ke R o a d C L in e ri v Datum: North American 1983 R.J. Burnside & Associates Limited and the above mentioned sources and agencies are not responsible for the accuracy of the spatial, temporal, or other aspects of the data represented on this map. It is recommended that users confirm the accuracy of the information represented. me C o n c e ss io n 1 4 es c 8 O P 14 O P M u n ic ip al R o a d rla ke A r ra n N o r th S i deroa d 1 0 Ca Sources: Disclaimer: n y d St! ( nty Bruce Road 8 8 O P Els in o re R o a d Fre Ba ch a Ro n2 Nc ad h ep h 2! ( e kway M a in S tre et O P Sauble Falls Pedestrain Bridge Allenford Road Bridge Millards Bridge Walkers Bridge Jew el Bridge Kribs Road Culvert North Acres Road Culvert Clavering Creek Culvert John Doubt Memorial Bridge Bond Head Creek Bridge Pleasant View Bridge Rankin River Bridge Shanty Lane Culvert Sauble Road Bridge SR-15 Park Head Creek Bridge II Gates Bridge Spring Creek Culvert Crow s Creek Culvert Gow an Bridge Hahn Culvert North Acres Road Culvert #1 Boat Lake Road Culvert How denvale Road Culvert Elm Street Culvert The Bury Road Lake Huron (lac Huron) Lumber Lost Road Culvert s io Lake 14! ( H ig h H ill R o a d O P Nam e Of Structure es d S Sp r in g C re ek R o a d County 2nd Aven ue N orth Huron) e Ro ad s B each S ou t ham pton Par er! ( 17! ( nc Ro le F a lls Pa rk w a y S au Saub 5 M a ry ville L a ke R o a d Structure Num ber Co 20 D L in e e B o u l e v a r d N o r th ( l ac S hor al 6 O P L a k es h o r Lake Hu ron S on on dia In nt! ( 6th S treet N orth e i lv al C o n c e ss io n 1 6 lls Fa b le R a n k in B rid g e R o a d on ea Roa d er! (! ( O P ag ke n Ce Di La 1 12 rth Z io n C h u r ch R o a d No H ig h w a y 6 S o u th O l i p h a n t R o a d T r ai l C o n c e ss io n 1 7 M e ad o w lan d R o ad Client Drawn AJ Sc ale H 1:60,000 Checked JC Date 2013/12/09 Pr oject No Ma p No. 1/1 File Path: J:\GIS\p rojects\300\ \BridgeLo cationsarchd.mxd Print Date : 2013/12/09 Time: 09 :48 AM