Bridge Statistics for Fenton, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 25125031000B011,  Location: IN FENTON (Lat: 42.815297,  Lng: -83.725844),  Route carried "on" structure: US 23,  Year Built: 1957,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 23,577 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,269 (year 2018),  Design Load: HS 20,  Features Intersected: SHIAWASSEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.048,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 150,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25125031000B012,  Location: IN FENTON (Lat: 42.815289,  Lng: -83.726128),  Route carried "on" structure: US 23,  Year Built: 1957,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 23,577 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,269 (year 2018),  Design Load: HS 20,  Features Intersected: SHIAWASSEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.046,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 150,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 25125031000R011,  Location: IN FENTON (Lat: 42.804358,  Lng: -83.727442),  Route carried "on" structure: US 23,  Year Built: 1958,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 23,577 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,269 (year 2018),  Design Load: HS 20,  Features Intersected: US-23 BR & GTW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.778,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 150,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25125031000R012,  Location: IN FENTON (Lat: 42.804450,  Lng: -83.727742),  Route carried "on" structure: US 23,  Year Built: 1958,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 23,577 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 37,269 (year 2018),  Design Load: HS 20,  Features Intersected: US-23 BR & GTW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.787,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 150,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25125031000S01,  Location: OWEN RD (1 MI W / FENTON) (Lat: 42.789733,  Lng: -83.738417),  Route carried "on" structure: Business US 23,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 16,244 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,132 (year 2018),  Design Load: HS 20,  Features Intersected: US-23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.909,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 151,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2008,  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: 254231000004B01,  Location: IN FENTON (Lat: 42.806200,  Lng: -83.708514),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,043 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,330 (year 2027),  Design Load: HS 20,  Features Intersected: SHIAWASSEE RIVER,  Facility Carried by Structure: NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2009,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 254231000006B01,  Location: IN FENTON (Lat: 42.796525,  Lng: -83.706825),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 8,500 (year 1991),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,000 (year 2011),  Design Load: HS 20,  Features Intersected: SHIAWASSEE RIVER,  Facility Carried by Structure: CAROLINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.673,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2009,  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: 254231000019B01,  Location: IN FENTON (Lat: 42.815253,  Lng: -83.725500),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 10,585 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,900 (year 2027),  Design Load: HS 20,  Features Intersected: SHIAWASSEE RIVER,  Facility Carried by Structure: TORREY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.188,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 254231000033B01,  Location: IN FENTON (Lat: 42.794169,  Lng: -83.701711),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 1,385 (year 1990),  Average Future Daily Traffic: 1,385 (year 1990),  Design Load: HS 20+Mod,  Features Intersected: SHIAWASSEE RIVER,  Facility Carried by Structure: EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.281,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2009,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 254231025021B01,  Location: IN FENTON (Lat: 42.794722,  Lng: -83.704850),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1952,  Status: Posted for load,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 13,790 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,650 (year 2027),  Design Load: H 15,  Features Intersected: SHIAWASSEE RIVER,  Facility Carried by Structure: SILVER LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.307,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 325,  Subroute: 5),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2009,  Bridge Improvement Cost: $1,118,000,  Roadway Improvement Cost: $313,000,  Total Project Cost: $1,960,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 254231025033B01,  Location: BY FENTON MUNICIPAL BLD (Lat: 42.797714,  Lng: -83.706486),  Route carried "on" structure: City street ,  Year Built: 1906,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 13,072 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,361 (year 2018),  Design Load: H 10,  Features Intersected: SHIAWASSEE RIVER,  Facility Carried by Structure: LEROY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.137,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 325,  Subroute: 7),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $800,000 ( Estimate for 2008)

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Structure Number: 25125031000R011,  Location: IN FENTON (Lat: 42.804358,  Lng: -83.727442),  Route carried "under" structure: Business US 23,  Year Built: 1958,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 13,072 (year 2005),  Truck Traffic: 3%,  Features Intersected: US-23 BR & GTW RR
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 1.796,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 25125031000R012,  Location: IN FENTON (Lat: 42.804450,  Lng: -83.727742),  Route carried "under" structure: Business US 23,  Year Built: 1958,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 13,072 (year 2005),  Truck Traffic: 3%,  Features Intersected: US-23 BR & GTW RR
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 1.823,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 25125031000S01,  Location: OWEN RD (1 MI W / FENTON) (Lat: 42.789733,  Lng: -83.738417),  Route carried "under" structure: US 23,  Year Built: 1957,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 52,326 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-23
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.922,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.2m (72.8ft)