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Bridge Statistics for Allen Park, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Allen Park, MI, Michigan, Michigan forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 62 Total length: 704 meters (2,310ft) Total average daily traffic: 2,439,051 Total average daily truck traffic: 193,128 National Bridge Inventory (NBI) Registered Bridges for Allen Park
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 82182022000B01, Location: IN ALLEN PARK (Lat: 42.272108, Lng: -83.207422), Route carried "on" structure: Interstate 94, Year Built: 1943, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 47,000 (year 2003), Truck Traffic: 15%, Average Future Daily Traffic: 47,000 (year 2018), Design Load: H 20, Features Intersected: ECORSE CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.100, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 157, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82182022000B02, Location: IN ALLEN PARK (Lat: 42.272461, Lng: -83.207872), Route carried "on" structure: Interstate 94, Year Built: 1943, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 47,000 (year 2003), Truck Traffic: 15%, Average Future Daily Traffic: 47,000 (year 2018), Design Load: H 20, Features Intersected: ECORSE CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.053, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 158, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82182022000B033, Location: S LTS OF DEARBORN (Lat: 42.295356, Lng: -83.187269), Route carried "on" structure: Interstate 94, Year Built: 1943, Year Reconstructed: 1997, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 44,850 (year 2003), Truck Traffic: 16%, Average Future Daily Traffic: 44,850 (year 2018), Design Load: HS 25, Features Intersected: ROUGE R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.174, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 157, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000B034, Location: S LTS OF DEARBORN (Lat: 42.295308, Lng: -83.187633), Route carried "on" structure: Interstate 94, Year Built: 1943, Year Reconstructed: 1997, Status: Open, Structure Length: 12.36m (40.55ft), Average Daily Traffic: 44,850 (year 2003), Truck Traffic: 16%, Average Future Daily Traffic: 44,850 (year 2018), Design Load: HS 25, Features Intersected: ROUGE R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.094, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 158, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S17, Location: W LTS OF ALLEN PARK (Lat: 42.266106, Lng: -83.231703), Route carried "on" structure: Interstate 94, Year Built: 1975, Year Reconstructed: 2004, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 71,250 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 71,250 (year 2018), Design Load: HS 25, Features Intersected: PELHAM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.948, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 157, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 77.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S18, Location: W LTS OF ALLEN PARK (Lat: 42.266458, Lng: -83.231719), Route carried "on" structure: Interstate 94, Year Built: 1975, Year Reconstructed: 2004, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 71,250 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 71,250 (year 2018), Design Load: HS 25, Features Intersected: PELHAM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.937, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 158, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.1m (118.4ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.7m (87.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 86.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S23, Location: IN ALLEN PARK (Lat: 42.276136, Lng: -83.203406), Route carried "on" structure: Interstate 94, Year Built: 1998, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 47,000 (year 2003), Truck Traffic: 15%, Average Future Daily Traffic: 47,000 , Design Load: HS 25, Features Intersected: OUTER DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.659, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 157, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), 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: 32.3m (106.0ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S24, Location: IN ALLEN PARK (Lat: 42.276300, Lng: -83.203983), Route carried "on" structure: Interstate 94, Year Built: 1996, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 47,000 (year 2003), Truck Traffic: 15%, Average Future Daily Traffic: 47,000 , Design Load: HS 25, Features Intersected: OUTER DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.589, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 158, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), 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: 32.9m (107.9ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S25, Location: IN ALLEN PARK (Lat: 42.285022, Lng: -83.196006), Route carried "on" structure: Interstate 94, Year Built: 1996, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 50,000 (year 2003), Truck Traffic: 14%, Average Future Daily Traffic: 50,000 , Design Load: HS 25, Features Intersected: OAKWOOD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.819, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 157, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 23.1m (75.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S26, Location: IN ALLEN PARK (Lat: 42.285256, Lng: -83.196514), Route carried "on" structure: Interstate 94, Year Built: 1996, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 50,000 (year 2003), Truck Traffic: 14%, Average Future Daily Traffic: 50,000 , Design Load: HS 25, Features Intersected: OAKWOOD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.759, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 158, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 98.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S4, Location: IN TAYLOR & ALLEN PARK (Lat: 42.265939, Lng: -83.231694), Route carried "on" structure: Ramp Interstate 94, Year Built: 1981, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,500 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 640 , Design Load: HS 25, Features Intersected: PELHAM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.715, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S42, Location: E OF PELHAM S OF I-94 (Lat: 42.265961, Lng: -83.229378), Route carried "on" structure: Interstate 94, Year Built: 1984, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 , Design Load: HS 25, Features Intersected: PELHAM RMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.906, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 157, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Inventory Rating: 67.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S43, Location: IN ALLEN PARK (Lat: 42.267067, Lng: -83.222317), Route carried "on" structure: State highway 39, Year Built: 1985, Status: Open, Structure Length: 37.80m (124.02ft), Average Daily Traffic: 4,150 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 4,150 , Design Load: HS 25, Features Intersected: I-94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.251, Lanes on structure: 2, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 157, Subroute: 2), 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: 13, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S436, Location: IN ALLEN PARK (Lat: 42.269703, Lng: -83.224586), Route carried "on" structure: State highway 39, Year Built: 1984, Status: Open, Structure Length: 47.77m (156.73ft), Average Daily Traffic: 4,150 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 4,150 , Design Load: HS 25, Features Intersected: I-94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Lanes under structure: 11, Base Highway Network: Yes (Inventory Route: 158, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 10, Length of Maximum Span: 55.1m (180.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S46, Location: IN ALLEN PARK (Lat: 42.266561, Lng: -83.223119), Route carried "on" structure: Ramp Interstate 94, Year Built: 1984, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 , Design Load: HS 25, Features Intersected: M-39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.478, Lanes on structure: 2, Lanes under structure: 8, 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: 4, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 92.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S48, Location: IN ALLEN PARK (Lat: 42.267261, Lng: -83.222142), Route carried "on" structure: Interstate 94, Year Built: 1984, Status: Open, Structure Length: 15.74m (51.64ft), Average Daily Traffic: 47,000 (year 2003), Truck Traffic: 15%, Average Future Daily Traffic: 47,000 (year 2018), Design Load: HS 25, Features Intersected: M-39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.602, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes (Inventory Route: 157, Subroute: 5), 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: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S49, Location: IN ALLEN PARK (Lat: 42.267583, Lng: -83.221961), Route carried "on" structure: Interstate 94, Year Built: 1984, Status: Open, Structure Length: 14.54m (47.70ft), Average Daily Traffic: 47,000 (year 2003), Truck Traffic: 15%, Average Future Daily Traffic: 47,000 (year 2018), Design Load: HS 25, Features Intersected: M-39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.579, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes (Inventory Route: 158, Subroute: 2), 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, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S5, Location: RAMP TO SB M-39 (Lat: 42.268964, Lng: -83.223972), Route carried "on" structure: Ramp Interstate 94, Year Built: 1985, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 , Design Load: HS 25, Features Intersected: M-39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.571, Lanes on structure: 2, Lanes under structure: 6, 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: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S505, Location: RAMP TO NB M39 (Lat: 42.269000, Lng: -83.221964), Route carried "on" structure: Ramp Interstate 94, Year Built: 1985, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 3,000 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 3,000 , Design Load: HS 25, Features Intersected: I-94EB RAMP TO M-39NB Minimum Vertical Clearance: 30+ m (98+ ft), Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.6 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S506, Location: RAMP TO PELHAM RD (Lat: 42.269072, Lng: -83.223942), Route carried "on" structure: Ramp Interstate 94, Year Built: 1985, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 , Design Load: HS 25, Features Intersected: M-39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 2, Lanes under structure: 6, 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: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S51, Location: AT I-94 & M-39 INTRCHG (Lat: 42.269475, Lng: -83.223769), Route carried "on" structure: Ramp State highway 94, Year Built: 1985, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 , Design Load: HS 25, Features Intersected: M-39, Facility Carried by Structure: VAN BORN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.307, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182022000S55, Location: AT VAN BORN IN ALLEN PARK (Lat: 42.269892, Lng: -83.221894), Route carried "on" structure: Ramp Interstate 94, Year Built: 1985, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 , Design Load: HS 25, Features Intersected: I-94 EB RAMPS B & G, Facility Carried by Structure: RAMP J TO M-39 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.932, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182191000B031, Location: IN ALLEN PARK (Lat: 42.231075, Lng: -83.208708), Route carried "on" structure: Interstate 75, Year Built: 1966, Status: Open, Structure Length: 59.08m (193.83ft), Average Daily Traffic: 44,850 (year 2003), Truck Traffic: 15%, Average Future Daily Traffic: 45,523 (year 2018), Design Load: HS 20+Mod, Features Intersected: CR RR,GODDARD RD,SXTN DR Minimum Vertical Clearance: 0.00m, Kilometerpoint: 18.886, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 159, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 27, Number Of Approach Spans: 5, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 82182191000B032, Location: IN ALLEN PARK (Lat: 42.231283, Lng: -83.208786), Route carried "on" structure: Interstate 75, Year Built: 1966, Status: Open, Structure Length: 60.73m (199.25ft), Average Daily Traffic: 44,850 (year 2003), Truck Traffic: 15%, Average Future Daily Traffic: 45,523 (year 2018), Design Load: HS 20+Mod, Features Intersected: SEXTON-KILFOIL DR,CR RR Minimum Vertical Clearance: 0.00m, Kilometerpoint: 18.874, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 159, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 27, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: 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: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 82182192000B01, Location: IN ALLEN PARK (Lat: 42.273761, Lng: -83.220403), Route carried "on" structure: State highway 39, Year Built: 1963, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 101,764 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 103,290 (year 2018), Design Load: HS 20, Features Intersected: ECORSE CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.240, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 159, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.1m (118.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 82182192000S023, Location: IN ALLEN PARK (Lat: 42.277583, Lng: -83.217242), Route carried "on" structure: County highway 2057, Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 25,600 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 25,600 , Design Load: HS 20, Features Intersected: M-39, Facility Carried by Structure: OUTER DRIVE S EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.846, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 471, Subroute: 71), Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182192000S024, Location: IN ALLEN PARK (Lat: 42.277767, Lng: -83.217078), Route carried "on" structure: County highway 2057, Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 25,600 (year 1978), Truck Traffic: 3%, Average Future Daily Traffic: 25,600 , Design Load: HS 20, Features Intersected: M-39, Facility Carried by Structure: OUTER DRIVE S WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.161, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 166, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182192000S03, Location: IN ALLEN PARK (Lat: 42.284300, Lng: -83.211461), Route carried "on" structure: City street 2000, Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 7,500 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 190 , Design Load: HS 20, Features Intersected: M-39, Facility Carried by Structure: FERN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.040, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 61.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82182192000S04, Location: IN ALLEN PARK (Lat: 42.289869, Lng: -83.206742), Route carried "on" structure: County highway 2057, Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 26,116 (year 1996), Truck Traffic: 8%, Average Future Daily Traffic: 28,000 (year 2017), Design Load: HS 20, Features Intersected: M-39, Facility Carried by Structure: OAKWOOD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.728, Lanes on structure: 7, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.2m (102.4ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 36.5m (119.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82200036000B01, Location: ALLEN PARK E/OLD GODDARD (Lat: 42.222797, Lng: -83.204469), Route carried "on" structure: County highway 2057, Year Built: 1962, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 8,664 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 9,097 (year 2015), Design Load: HS 20+Mod, Features Intersected: SEXTON KILFOIL DRAIN, Facility Carried by Structure: GODDARD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82200177000B02, Location: ALLEN PK/TAYLOR N/GODDARD (Lat: 42.229281, Lng: -83.229925), Route carried "on" structure: County highway 2057, Year Built: 1928, Year Reconstructed: 1967, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 53,839 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 40,000 (year 2015), Design Load: HS 20, Features Intersected: SEXTON KILFOIL DRAIN, Facility Carried by Structure: ALLEN & PELHAM RDS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 165, Subroute: 4), Owner: County Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, 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: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 30.1m (98.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 82200184000B01, Location: ALLEN PARK S/OUTER DR. (Lat: 42.270325, Lng: -83.196725), Route carried "on" structure: County highway 2057, Year Built: 1924, Year Reconstructed: 1937, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 20,554 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 20,554 (year 2015), Design Load: HS 20+Mod, Features Intersected: ECORSE CREEK, Facility Carried by Structure: ALLEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.506, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 7 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 824012600024B01, Location: IN ALLEN PARK (Lat: 42.273647, Lng: -83.220122), Route carried "on" structure: City street 2057, Year Built: 1962, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 8,800 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 10,000 (year 2010), Design Load: HS 20+Mod, Features Intersected: NORTH BR. ECORSE RIVER, Facility Carried by Structure: NB M-39 SERVICE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 825012600028B01, Location: IN ALLEN PARK (Lat: 42.233008, Lng: -83.219736), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 5,600 (year 1995), Average Future Daily Traffic: 11,000 (year 2010), Design Load: HS 20+Mod, Features Intersected: KILFOIL DRAIN, Facility Carried by Structure: REECK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.569, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82182022000S17, Location: W LTS OF ALLEN PARK (Lat: 42.266106, Lng: -83.231703), Route carried "under" structure: County highway 2057, Year Built: 1975, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 25,000 (year 1995), Truck Traffic: 12%, Features Intersected: PELHAM RD, Facility Carried by Structure: I-94 EB Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.165, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 82182022000S18, Location: W LTS OF ALLEN PARK (Lat: 42.266458, Lng: -83.231719), Route carried "under" structure: County highway 2057, Year Built: 1975, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 25,000 (year 1995), Truck Traffic: 12%, Features Intersected: PELHAM RD, Facility Carried by Structure: I-94 WB Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.042, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.1m (118.4ft) Find on map >>
Structure Number: 82182022000S23, Location: IN ALLEN PARK (Lat: 42.276136, Lng: -83.203406), Route carried "under" structure: County highway 2057, Year Built: 1998, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 14,000 (year 1978), Truck Traffic: 7%, Features Intersected: OUTER DR, Facility Carried by Structure: I-94 EB Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 0.964, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 82182022000S24, Location: IN ALLEN PARK (Lat: 42.276300, Lng: -83.203983), Route carried "under" structure: County highway 2057, Year Built: 1996, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 28,100 (year 1911), Truck Traffic: 10%, Features Intersected: OUTER DR, Facility Carried by Structure: I-94 WB Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.014, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 82182022000S25, Location: IN ALLEN PARK (Lat: 42.285022, Lng: -83.196006), Route carried "under" structure: County highway 2057, Year Built: 1996, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 20,000 (year 1910), Truck Traffic: 7%, Features Intersected: OAKWOOD BLVD, Facility Carried by Structure: I-94 EB Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 4.691, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.9m (94.8ft) Find on map >>
Structure Number: 82182022000S26, Location: IN ALLEN PARK (Lat: 42.285256, Lng: -83.196514), Route carried "under" structure: County highway 2057, Year Built: 1996, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 28,000 (year 1911), Truck Traffic: 7%, Features Intersected: OAKWOOD BLVD, Facility Carried by Structure: I-94 WB Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 4.741, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 29.5m (96.8ft) Find on map >>
Structure Number: 82182022000S4, Location: IN TAYLOR & ALLEN PARK (Lat: 42.265939, Lng: -83.231694), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 15,000 (year 1980), Features Intersected: PELHAM RD, Facility Carried by Structure: I-94 E.B.RMP Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 4.149, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft) Find on map >>
Structure Number: 82182022000S42, Location: E OF PELHAM S OF I-94 (Lat: 42.265961, Lng: -83.229378), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 3,500 (year 1982), Features Intersected: PELHAM RMP, Facility Carried by Structure: I-94 EB RMP Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.192, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft) Find on map >>
Structure Number: 82182022000S43, Location: IN ALLEN PARK (Lat: 42.267067, Lng: -83.222317), Route carried "under" structure: Interstate 94, Year Built: 1985, Structure Length: 37.80m (124.02ft), Average Daily Traffic: 142,500 (year 2003), Truck Traffic: 10%, Features Intersected: I-94, Facility Carried by Structure: M-39 SB RAMP L Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 27.465, Lanes on structure: 2, Lanes under structure: 11, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 82182022000S436, Location: IN ALLEN PARK (Lat: 42.269703, Lng: -83.224586), Route carried "under" structure: Interstate 94, Year Built: 1984, Structure Length: 47.77m (156.73ft), Average Daily Traffic: 89,000 (year 1995), Truck Traffic: 7%, Features Intersected: I-94, Facility Carried by Structure: M-39 SB RAMP K Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.364, Lanes on structure: 2, Lanes under structure: 11, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 55.1m (180.8ft) Find on map >>
Structure Number: 82182022000S46, Location: IN ALLEN PARK (Lat: 42.266561, Lng: -83.223119), Route carried "under" structure: State highway 39, Year Built: 1984, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 63,332 (year 2003), Truck Traffic: 5%, Features Intersected: M-39, Facility Carried by Structure: I-94 EB RMP Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 4.331, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft) Find on map >>
Structure Number: 82182022000S48, Location: IN ALLEN PARK (Lat: 42.267261, Lng: -83.222142), Route carried "under" structure: State highway 39, Year Built: 1984, Structure Length: 15.74m (51.64ft), Average Daily Traffic: 63,332 (year 2003), Truck Traffic: 5%, Features Intersected: M-39, Facility Carried by Structure: I-94 EB Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 4.402, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 82182022000S49, Location: IN ALLEN PARK (Lat: 42.267583, Lng: -83.221961), Route carried "under" structure: State highway 39, Year Built: 1984, Structure Length: 14.54m (47.70ft), Average Daily Traffic: 84,144 (year 2003), Truck Traffic: 5%, Features Intersected: M-39, Facility Carried by Structure: I-94 WB Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 4.435, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 82182022000S5, Location: RAMP TO SB M-39 (Lat: 42.268964, Lng: -83.223972), Route carried "under" structure: State highway 39, Year Built: 1985, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 84,144 (year 2003), Truck Traffic: 5%, Features Intersected: M-39, Facility Carried by Structure: I-94 WB RAMP Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 4.612, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 82182022000S505, Location: RAMP TO NB M39 (Lat: 42.269000, Lng: -83.221964), Route carried "under" structure: Ramp Interstate 94, Year Built: 1985, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 3%, Features Intersected: I-94EB RAMP TO M-39NB Minimum Vertical Clearance: 0.00m, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 82182022000S506, Location: RAMP TO PELHAM RD (Lat: 42.269072, Lng: -83.223942), Route carried "under" structure: State highway 39, Year Built: 1985, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 84,144 (year 2003), Truck Traffic: 5%, Features Intersected: M-39, Facility Carried by Structure: I-94 WB RAMP Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.463, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 82182022000S51, Location: AT I-94 & M-39 INTRCHG (Lat: 42.269475, Lng: -83.223769), Route carried "under" structure: State highway 39, Year Built: 1985, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 101,764 (year 2003), Truck Traffic: 4%, Features Intersected: M-39, Facility Carried by Structure: VAN BORN RD Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 4.686, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.5m (73.8ft) Find on map >>
Structure Number: 82182022000S55, Location: AT VAN BORN IN ALLEN PARK (Lat: 42.269892, Lng: -83.221894), Route carried "under" structure: Ramp Interstate 94, Year Built: 1985, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 3,500 (year 1982), Features Intersected: I-94 EB RAMPS B & G, Facility Carried by Structure: RAMP J TO M-39 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.727, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 82182191000B031, Location: IN ALLEN PARK (Lat: 42.231075, Lng: -83.208708), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 59.08m (193.83ft), Average Daily Traffic: 2,500 (year 1979), Features Intersected: CR RR,GODDARD RD,SXTN DR, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 0.00m, Kilometerpoint: 7.881, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.6m (93.8ft) Find on map >>
Structure Number: 82182191000B032, Location: IN ALLEN PARK (Lat: 42.231283, Lng: -83.208786), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 60.73m (199.25ft), Average Daily Traffic: 500 (year 1978), Features Intersected: SEXTON-KILFOIL DR,CR RR, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 0.00m, Kilometerpoint: 7.855, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.6m (93.8ft) Find on map >>
Structure Number: 82182192000S023, Location: IN ALLEN PARK (Lat: 42.277583, Lng: -83.217242), Route carried "under" structure: State highway 39, Year Built: 1964, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 101,764 (year 2003), Truck Traffic: 4%, Features Intersected: M-39, Facility Carried by Structure: OUTER DRIVE S EB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 5.739, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 82182192000S024, Location: IN ALLEN PARK (Lat: 42.277767, Lng: -83.217078), Route carried "under" structure: State highway 39, Year Built: 1964, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 103,532 (year 2003), Truck Traffic: 4%, Features Intersected: M-39, Facility Carried by Structure: OUTER DRIVE S WB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 5.763, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 82182192000S03, Location: IN ALLEN PARK (Lat: 42.284300, Lng: -83.211461), Route carried "under" structure: State highway 39, Year Built: 1964, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 103,532 (year 2003), Truck Traffic: 4%, Features Intersected: M-39, Facility Carried by Structure: FERN AVE Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 6.624, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft) Find on map >>
Structure Number: 82182192000S04, Location: IN ALLEN PARK (Lat: 42.289869, Lng: -83.206742), Route carried "under" structure: State highway 39, Year Built: 1964, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 101,298 (year 2003), Truck Traffic: 4%, Features Intersected: M-39, Facility Carried by Structure: OAKWOOD BLVD Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 7.355, Lanes on structure: 7, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft) Find on map >>
Structure Number: 82182192000X05, Location: IN ALLEN PARK (Lat: 42.261097, Lng: -83.212589), Route carried "under" structure: State highway 39, Year Built: 1929, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 63,332 (year 2003), Truck Traffic: 5%, Features Intersected: M-39, Facility Carried by Structure: GTW RR Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.238, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.0m (32.8ft) Find on map >>
Structure Number: 82200178000X01, Location: ALLEN PK/TAYLOR S/I-94 (Lat: 42.263886, Lng: -83.231594), Route carried "under" structure: County highway 2507, Year Built: 1940, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 29,560 (year 1997), Truck Traffic: 5%, Features Intersected: PELHAM ROAD, Facility Carried by Structure: NS RR Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.917, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.3m (69.9ft) Discuss this city on our hugely popular Michigan forum Back to: Allen Park, MI, Michigan, All US cities.
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