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


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 158m518ftTotal length
  • $780,000Total costs
  • 431,045Total average daily traffic
  • 85,426Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Monroe
  • No street view available for this location

New bridges - Historical Statistics

  • 41920-1929
  • 11930-1939
  • 91950-1959
  • 21970-1979
  • 21980-1989
  • 32000-2009

Reconstructed bridges - Historical Statistics

  • 21960-1969
  • 11970-1979
  • 21980-1989
  • 31990-1999
  • 22000-2009
  • 12010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 714,  Location: 1000 FT E OF CARTER RD (Lat: 43.739933,  Lng: -84.123458),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 542 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 867 (year 2020),  Design Load: HS 20,  Features Intersected: N BR KAWKAWLIN RIVER,  Facility Carried by Structure: LINWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.505,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.9 metric tons,  Inventory Rating: 39.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $480,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 741,  Location: 1000 FT N OF NEUMAN RD (Lat: 43.841906,  Lng: -84.006408),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 393 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 472 (year 2020),  Design Load: H 15,  Features Intersected: PINCONNING RIVER,  Facility Carried by Structure: FRASER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.375,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  Operating Rating: 24.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 15,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7124,  Location: IN MONROE (Lat: 41.924089,  Lng: -83.414536),  Route carried "on" structure: US 24,  Year Built: 1988,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 27,951 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,773 (year 2018),  Design Load: HS 25,  Features Intersected: RAISIN RIVER & ELM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.526,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.7 metric tons,  Inventory Rating: 27.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  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: 714,  Location: IN MONROE (Lat: 41.917650,  Lng: -83.396700),  Route carried "on" structure: State highway 125,  Year Built: 1927,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 21,209 (year 2007),  Average Future Daily Traffic: 28,912 (year 2018),  Design Load: H 20,  Features Intersected: RAISIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.931,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.2 metric tons,  Inventory Rating: 37.3 metric tons,  Structural Evaluation: Equal to 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: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7166,  Location: IN MONROE (Lat: 41.893425,  Lng: -83.379294),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 31,883 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 37,142 (year 2018),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.421,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.4 metric tons,  Inventory Rating: 33.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7167,  Location: IN MONROE (Lat: 41.893561,  Lng: -83.379544),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 31,883 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 37,142 (year 2018),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.424,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.4 metric tons,  Inventory Rating: 33.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7168,  Location: IN MONROE (Lat: 41.911414,  Lng: -83.365225),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 63,962 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 74,644 (year 2018),  Design Load: HS 20,  Features Intersected: PAPER CO WATER MAINS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.740,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Inventory Rating: 36.0 metric tons,  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: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7172,  Location: IN MONROE (Lat: 41.899036,  Lng: -83.374003),  Route carried "on" structure: Interstate 75,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 63,766 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 74,284 (year 2018),  Design Load: HS 20,  Features Intersected: CN, GTW & NS RR'S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.184,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Inventory Rating: 49.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Bridge Improvement Cost: $74,000,  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: 7173,  Location: IN MONROE OVER FRONT ST (Lat: 41.904328,  Lng: -83.369975),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 28.35m (93.01ft),  Average Daily Traffic: 63,962 (year 2007),  Truck Traffic: 35%,  Average Future Daily Traffic: 86,000 (year 2023),  Design Load: HS 20,  Features Intersected: CONRAIL ,RAISIN R, FRONT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.860,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.7m (25.3ft), Horizontal Clearance: 43.9m (144.0ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.8 metric tons,  Inventory Rating: 31.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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,  Critical Feature Inspection Frequency: Every 15 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 13,  Critical Feature Inspection Date: July 14,  Underwater Inspection Date: August 14,  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: 7174,  Location: IN MONROE (Lat: 41.905783,  Lng: -83.368900),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Status: Open,  Structure Length: 5.96m (19.55ft),  Average Daily Traffic: 63,962 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 74,644 (year 2018),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.045,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 91.0 metric tons,  Inventory Rating: 54.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7296,  Location: 1.85 MI N OF I 75 (Lat: 41.903850,  Lng: -83.397681),  Route carried "on" structure: County highway 2016,  Year Built: 1928,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,560 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,470 (year 2020),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: LAPLAISANCE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.040,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 11.9m (39.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 69.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Bituminous
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Structure Number: 7406,  Location: IN MONROE (Lat: 41.902697,  Lng: -83.358456),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 5,435 (year 1996),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,000 (year 2016),  Design Load: H 20,  Features Intersected: MASON RUN DRAIN,  Facility Carried by Structure: E ELM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.374,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  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: 7407,  Location: IN MONROE (Lat: 41.920036,  Lng: -83.409058),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 9,200 (year 1999),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,100 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: ROESSLER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.980,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Critical,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 67.4 metric tons,  Inventory Rating: 40.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7408,  Location: IN MONROE (Lat: 41.916667,  Lng: -83.393911),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 10,300 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,800 (year 2017),  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: MACOMB STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.729,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.8 metric tons,  Inventory Rating: 40.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  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: 7409,  Location: AT SO CITY LINE (Lat: 41.902528,  Lng: -83.392928),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,500 (year 1999),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,220 (year 2020),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: KENTUCKY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.191,  Lanes on structure: 2,  Owner: City or Municipal 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: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 82.3 metric tons,  Inventory Rating: 55.1 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  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: 741,  Location: IN MONROE (Lat: 41.913258,  Lng: -83.380447),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 7,800 (year 1999),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,100 (year 2016),  Design Load: HS 20,  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: WINCHESTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.312,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.0 metric tons,  Inventory Rating: 34.3 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13486,  Location: 0.15 MI E OF HERR RD (Lat: 41.915056,  Lng: -83.431222),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,460 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,279 (year 2024),  Design Load: HS 20,  Features Intersected: FRENCH CREEK,  Facility Carried by Structure: SEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.876,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14
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Structure Number: 7124,  Location: IN MONROE (Lat: 41.924089,  Lng: -83.414536),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 150 (year 0 ),  Features Intersected: RAISIN RIVER & ELM AVE,  Facility Carried by Structure: US-24
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 31.957,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 7172,  Location: IN MONROE (Lat: 41.899036,  Lng: -83.374003),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,377 (year 1997),  Truck Traffic: 3%,  Features Intersected: CN, GTW & NS RR'S,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 1.424,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 7173,  Location: IN MONROE OVER FRONT ST (Lat: 41.904328,  Lng: -83.369975),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 28.35m (93.01ft),  Average Daily Traffic: 150 (year 0 ),  Features Intersected: CONRAIL ,RAISIN R, FRONT,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 36.399,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 12854,  Location: IN MONROE (Lat: 41.924275,  Lng: -83.370389),  Route carried "under" structure: City street ,  Year Built: 2002,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 8,600 (year 1995),  Truck Traffic: 13%,  Features Intersected: N. DIXIE HWY.,  Facility Carried by Structure: NORFOLK&CAN NAT RR
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 1.833,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.0m (9.8ft)

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