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

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Structure Number: 83183032000B01,  Location: IN CADILLAC (Lat: 44.257111,  Lng: -85.404714),  Route carried "on" structure: US 131,  Year Built: 1935,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 19,344 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,406 (year 2018),  Design Load: H 15,  Features Intersected: CLAM R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.630,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 383,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 83183033000S05,  Location: CITY OF CADILLAC (Lat: 44.256450,  Lng: -85.376883),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 9,500 (year 1999),  Average Future Daily Traffic: 10,440 (year 2015),  Design Load: HS 25,  Features Intersected: US-131,  Facility Carried by Structure: CROSBY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  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: 83183052000B01,  Location: IN CADILLAC (Lat: 44.239386,  Lng: -85.455281),  Route carried "on" structure: State highway 115,  Year Built: 1957,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 10,400 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,722 (year 2025),  Design Load: HS 20,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.460,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 112,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 66.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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: 834104000037B01,  Location: W HAYNES ST OVER CLAM RV (Lat: 44.253164,  Lng: -85.410772),  Route carried "on" structure: City street 2031,  Year Built: 1952,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,700 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,500 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CLAM RIVER,  Facility Carried by Structure: HAYNES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.459,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 834104000053B01,  Location: IN CADILLAC (Lat: 44.256231,  Lng: -85.405972),  Route carried "on" structure: City street 2031,  Year Built: 2005,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,400 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,100 (year 2024),  Design Load: HS 20,  Features Intersected: CLAM RIVER,  Facility Carried by Structure: RIVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  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: 834104000065B01,  Location: 0.02 MI W OF PLETT ROAD (Lat: 44.267058,  Lng: -85.396981),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,700 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,500 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CLAM RIVER,  Facility Carried by Structure: 13 TH ST
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 6.404,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

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Structure Number: 834104000083B01,  Location: IN CADILLAC (Lat: 44.255753,  Lng: -85.406725),  Route carried "on" structure: City street 2031,  Year Built: 2000,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 4,700 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,500 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CLAM RIVER,  Facility Carried by Structure: LAKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.709,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 8 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 834104000110B01,  Location: IN CADILLAC (Lat: 44.251217,  Lng: -85.410350),  Route carried "on" structure: City street 2031,  Year Built: 1968,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CLAM RIVER,  Facility Carried by Structure: CHESTNUT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.168,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.09m (13.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 835104000099B01,  Location: CITY OF CADILLAC (Lat: 44.259822,  Lng: -85.402661),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 560 (year 2002),  Average Future Daily Traffic: 1,000 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CLAM RIVER,  Facility Carried by Structure: POWERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.201,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 83183033000S05,  Location: CITY OF CADILLAC (Lat: 44.256450,  Lng: -85.376883),  Route carried "under" structure: US 131,  Year Built: 1997,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 6,026 (year 2003),  Truck Traffic: 11%,  Features Intersected: US-131,  Facility Carried by Structure: CROSBY RD
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 12.535,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)