Bridge Statistics for Peck, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 62ft / 19.1mTotal length
- $2,281,000Total costs
- 16,530Total average daily traffic
- 1,216Total average daily truck traffic
- 21,633Total future (year 2018) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Peck
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 31960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 10.0%Very good
- 60.0%Good
- 30.0%Satisfactory
- Bridge Condition - Substructure
- 10.0%Very good
- 40.0%Good
- 30.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 21.4%Very good
- 42.9%Good
- 21.4%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 25.0%Good
- 25.0%Satisfactory
- 50.0%Critical
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Structure Number: 9454, Location: 0.7 MI E OF M-19 (Lat: 43.259128, Lng: -82.794342), Route carried "on" structure: State highway 90, Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,001 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 4,597 (year 2018), Design Load: HS 25 or greater, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.061, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 101, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $69,000
Structure Number: 9454, Location: 0.7 MI E OF M-19 (Lat: 43.259128, Lng: -82.794342), Route carried "on" structure: State highway 90, Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,001 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 4,597 (year 2018), Design Load: HS 25 or greater, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.061, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 101, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $69,000
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Structure Number: 9455, Location: 2.2 MI E OF M-19 (Lat: 43.259872, Lng: -82.765972), Route carried "on" structure: State highway 90, Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,600 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 2,990 (year 2032), Design Load: HS 20, Features Intersected: POTTS DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.365, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 101, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9455, Location: 2.2 MI E OF M-19 (Lat: 43.259872, Lng: -82.765972), Route carried "on" structure: State highway 90, Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,600 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 2,990 (year 2032), Design Load: HS 20, Features Intersected: POTTS DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.365, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 101, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9465, Location: 6.6 MI S OF M-46 (Lat: 43.326378, Lng: -82.821950), Route carried "on" structure: State highway 19, Year Built: 2000, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 4,553 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 6,147 (year 2018), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.148, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 376, Subroute: 48), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9465, Location: 6.6 MI S OF M-46 (Lat: 43.326378, Lng: -82.821950), Route carried "on" structure: State highway 19, Year Built: 2000, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 4,553 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 6,147 (year 2018), Design Load: HS 25 or greater, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.148, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 376, Subroute: 48), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9522, Location: SEC 30-31 ELK TWP (Lat: 43.257403, Lng: -82.877167), Route carried "on" structure: County highway 7418, Year Built: 1976, Year Reconstructed: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,538 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,778 (year 2030), Design Load: H 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: PECK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.746, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Poor, Culverts: Critical, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 6 months, Inspection Date: October 2021
Structure Number: 9522, Location: SEC 30-31 ELK TWP (Lat: 43.257403, Lng: -82.877167), Route carried "on" structure: County highway 7418, Year Built: 1976, Year Reconstructed: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,538 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,778 (year 2030), Design Load: H 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: PECK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.746, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Poor, Culverts: Critical, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 6 months, Inspection Date: October 2021
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Structure Number: 9545, Location: SEC 29-30 ELK TWP (Lat: 43.260611, Lng: -82.866867), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 565 (year 2010), Average Future Daily Traffic: 1,020 (year 2030), Design Load: HS 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: MELVIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.449, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $214,000, Total Project Cost: $901,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9545, Location: SEC 29-30 ELK TWP (Lat: 43.260611, Lng: -82.866867), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 565 (year 2010), Average Future Daily Traffic: 1,020 (year 2030), Design Load: HS 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: MELVIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.449, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $214,000, Total Project Cost: $901,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9577, Location: SEC 19-30 BUEL TWP (Lat: 43.274600, Lng: -82.758933), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 225 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2030), Design Load: H 20, Features Intersected: POTTS DRAIN, Facility Carried by Structure: HARRINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Corrugated Steel
Structure Number: 9577, Location: SEC 19-30 BUEL TWP (Lat: 43.274600, Lng: -82.758933), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 225 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2030), Design Load: H 20, Features Intersected: POTTS DRAIN, Facility Carried by Structure: HARRINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Corrugated Steel
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Structure Number: 9593, Location: SEC 21-28 ELK TWP (Lat: 43.272497, Lng: -82.845525), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 300 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 540 (year 2030), Design Load: H 15, Features Intersected: SPEAKER-MAPLE VALLEY DRN, Facility Carried by Structure: HARRINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $20,000, Total Project Cost: $310,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9593, Location: SEC 21-28 ELK TWP (Lat: 43.272497, Lng: -82.845525), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 300 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 540 (year 2030), Design Load: H 15, Features Intersected: SPEAKER-MAPLE VALLEY DRN, Facility Carried by Structure: HARRINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $20,000, Total Project Cost: $310,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9594, Location: SEC 17-20 ELK TWP (Lat: 43.286925, Lng: -82.849303), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 165 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: CARROLL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.572, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9594, Location: SEC 17-20 ELK TWP (Lat: 43.286925, Lng: -82.849303), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 165 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: CARROLL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.572, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9597, Location: SEC 9-16 ELK TWP (Lat: 43.301856, Lng: -82.830575), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 371 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 670 (year 2033), Design Load: HS 20+Mod, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: STILSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.588, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 9597, Location: SEC 9-16 ELK TWP (Lat: 43.301856, Lng: -82.830575), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 371 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 670 (year 2033), Design Load: HS 20+Mod, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: STILSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.588, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.8m (45.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 9598, Location: SEC 3-10 ELK TWP (Lat: 43.316375, Lng: -82.827931), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 165 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: AITKEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9598, Location: SEC 3-10 ELK TWP (Lat: 43.316375, Lng: -82.827931), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 165 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: AITKEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9599, Location: SEC 31 ELK TWP (Lat: 43.256436, Lng: -82.883342), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 270 (year 2030), Design Load: H 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: MOWERSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.034, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft)
Condition: Channel: Fair, Culverts: Critical, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
Structure Number: 9599, Location: SEC 31 ELK TWP (Lat: 43.256436, Lng: -82.883342), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 270 (year 2030), Design Load: H 20, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: MOWERSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.034, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft)
Condition: Channel: Fair, Culverts: Critical, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
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Structure Number: 96, Location: SEC 21 ELK TWP (Lat: 43.279628, Lng: -82.838492), Route carried "on" structure: County highway , Year Built: 1969, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2030), Design Load: H 15, Features Intersected: SPEAKER-MAPLE VALLEY DRN, Facility Carried by Structure: PALDI ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $20,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 96, Location: SEC 21 ELK TWP (Lat: 43.279628, Lng: -82.838492), Route carried "on" structure: County highway , Year Built: 1969, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2030), Design Load: H 15, Features Intersected: SPEAKER-MAPLE VALLEY DRN, Facility Carried by Structure: PALDI ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $20,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9601, Location: SEC 16 ELK TWP (Lat: 43.292572, Lng: -82.839386), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 165 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Design Load: H 15, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: PALDI ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9601, Location: SEC 16 ELK TWP (Lat: 43.292572, Lng: -82.839386), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 165 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Design Load: H 15, Features Intersected: ELK CREEK DRAIN, Facility Carried by Structure: PALDI ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13866, Location: 150' N OF STILSON RD (Lat: 43.301917, Lng: -82.869694), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 532 (year 2017), Average Future Daily Traffic: 961 (year 2037), Design Load: Greater than HL93, Features Intersected: MC DONALD DRAIN, Facility Carried by Structure: MELVIN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 84.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $569,000, Roadway Improvement Cost: $213,000, Total Project Cost: $795,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13866, Location: 150' N OF STILSON RD (Lat: 43.301917, Lng: -82.869694), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 532 (year 2017), Average Future Daily Traffic: 961 (year 2037), Design Load: Greater than HL93, Features Intersected: MC DONALD DRAIN, Facility Carried by Structure: MELVIN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 84.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $569,000, Roadway Improvement Cost: $213,000, Total Project Cost: $795,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing