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

Find on map >>   Show street view

Structure Number: 1129,  Location: 2.1 MI S OF M-5 (Lat: 42.392628,  Lng: -83.276214),  Route carried "on" structure: US 24,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 40,989 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 47,137 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.746,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 38),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: November 2021,  Bridge Improvement Cost: $396,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 11291,  Location: 2.1 MI S OF M-5 (Lat: 42.392642,  Lng: -83.276617),  Route carried "on" structure: US 24,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 40,989 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 47,137 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.668,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 11501,  Location: IN REDFORD TWP (Lat: 42.384717,  Lng: -83.307367),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 6.11m (20.05ft),  Average Daily Traffic: 3,000 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,734 (year 2034),  Design Load: Greater than HL93,  Features Intersected: I-96,  Facility Carried by Structure: BREAKFAST U-TRN LN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 11502,  Location: IN REDFORD TWP (Lat: 42.384864,  Lng: -83.295378),  Route carried "on" structure: County highway 2057,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 37,500 (year 1996),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,416 (year 2034),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: BEECH DALY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.166,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.6m (87.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 11503,  Location: IN REDFORD TWP (Lat: 42.384944,  Lng: -83.288714),  Route carried "on" structure: County highway ,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,600 (year 1995),  Average Future Daily Traffic: 902 (year 2034),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: GARFIELD ST U-TRN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.040,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 11504,  Location: IN REDFORD TWP (Lat: 42.385036,  Lng: -83.280814),  Route carried "on" structure: County highway ,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 1,550 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,747 (year 2034),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: FENTON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.484,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.5m (103.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 11505,  Location: W LTS OF DETROIT (Lat: 42.384864,  Lng: -83.276039),  Route carried "on" structure: US 24,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 27.43m (89.99ft),  Average Daily Traffic: 69,110 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,228 (year 2018),  Design Load: HS 20,  Features Intersected: I-96
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.927,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 38),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 11514,  Location: IN REDFORD TWP (Lat: 42.384889,  Lng: -83.299486),  Route carried "on" structure: County highway ,  Year Built: 1973,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 1,540 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,736 (year 2034),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: BERWYN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.3m (122.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 11522,  Location: IN REDFORD TWP (Lat: 42.385100,  Lng: -83.296414),  Route carried "on" structure: ServiceCounty highway 2057,  Year Built: 1974,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 2,800 (year 1995),  Average Future Daily Traffic: 2,800 (year 2015),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN BEECH DALY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.061,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 11523,  Location: IN REDFORD TWP (Lat: 42.385058,  Lng: -83.294133),  Route carried "on" structure: ServiceInterstate 96,  Year Built: 1974,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 2,800 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,800 (year 2015),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN E BEECH DL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.040,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 12076,  Location: REDFORD E/INKSTER (Lat: 42.398922,  Lng: -83.308883),  Route carried "on" structure: County highway 2057,  Year Built: 1925,  Year Reconstructed: 1935,  Status: Posted for load,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 18,173 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,798 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: BELL CREEK,  Facility Carried by Structure: FIVE MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.502,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12077,  Location: REDFORD E/BEECH-DALY (Lat: 42.399814,  Lng: -83.286036),  Route carried "on" structure: County highway 2057,  Year Built: 1978,  Status: Posted for load,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 19,861 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,334 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: FIVE MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.385,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 12078,  Location: REDFORD W/TELEGRAPH (Lat: 42.399983,  Lng: -83.279703),  Route carried "on" structure: County highway 2057,  Year Built: 1979,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 19,861 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,334 (year 2015),  Features Intersected: SMITH DRAIN,  Facility Carried by Structure: FIVE MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.907,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2021

Find on map >>   Show street view

Structure Number: 1209,  Location: REDFORD E/INKSTER (Lat: 42.413528,  Lng: -83.307792),  Route carried "on" structure: County highway 2057,  Year Built: 1927,  Year Reconstructed: 1960,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 8,328 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,936 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: SIX MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.024,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12174,  Location: REDFORD TWP S/FIVE MILE (Lat: 42.392108,  Lng: -83.295564),  Route carried "on" structure: County highway 2057,  Year Built: 1933,  Year Reconstructed: 1961,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 24,472 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,183 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: BELL CREEK,  Facility Carried by Structure: BEECH-DALY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.970,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12175,  Location: REDFORD N/FIVE MILE (Lat: 42.407297,  Lng: -83.296203),  Route carried "on" structure: County highway 2057,  Year Built: 1932,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 29,650 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,100 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: BEECH-DALY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.657,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 12176,  Location: REDFORD S/FIVE MILE (Lat: 42.393050,  Lng: -83.295597),  Route carried "on" structure: County highway 2057,  Year Built: 1961,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 24,472 (year 1995),  Average Future Daily Traffic: 28,143 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: WESTERN GOLF CLUB PATH,  Facility Carried by Structure: BEECH-DALY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Culverts: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Deck Protection: Internally Sealed

Find on map >>   Show street view

Structure Number: 12287,  Location: REDFORD N/FIVE MILE (Lat: 42.403236,  Lng: -83.288747),  Route carried "on" structure: County highway ,  Year Built: 1948,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,000 (year 1987),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,100 (year 2015),  Design Load: H 20,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: GARFIELD STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12288,  Location: REDFORD S/SIX MILE (Lat: 42.410417,  Lng: -83.301708),  Route carried "on" structure: County highway ,  Year Built: 1934,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 4,000 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,400 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: KINLOCH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.980,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 12289,  Location: REDFORD W/TELEGRAPH (Lat: 42.398200,  Lng: -83.278331),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 500 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 550 (year 2015),  Design Load: H 20,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: GRAHAM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.641,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 11297,  Location: 0.5 MI N OF M-14 (Lat: 42.378417,  Lng: -83.275725),  Route carried "under" structure: US 24,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 34,555 (year 2007),  Truck Traffic: 5%,  Features Intersected: US-24 NB,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 21.094,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.3m (79.7ft)

Find on map >>   Show street view

Structure Number: 11298,  Location: 0.5 MI N OF M-14 (Lat: 42.378428,  Lng: -83.275303),  Route carried "under" structure: US 24,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 34,555 (year 2007),  Truck Traffic: 5%,  Features Intersected: US-24 SB,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 32.175,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 11484,  Location: IN REDFORD TWP (Lat: 42.384936,  Lng: -83.303153),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 150,540 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-96,  Facility Carried by Structure: MINOCK PED X-OVER
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 11.974,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 11501,  Location: IN REDFORD TWP (Lat: 42.384717,  Lng: -83.307367),  Route carried "under" structure: Interstate 96,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 145,900 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: BREAKFAST U-TRN LN
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 11.626,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.1m (98.8ft)

Find on map >>   Show street view

Structure Number: 11502,  Location: IN REDFORD TWP (Lat: 42.384864,  Lng: -83.295378),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 145,900 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: BEECH DALY RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 12.614,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

Find on map >>   Show street view

Structure Number: 11503,  Location: IN REDFORD TWP (Lat: 42.384944,  Lng: -83.288714),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 139,400 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: GARFIELD ST U-TRN
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 13.155,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

Find on map >>   Show street view

Structure Number: 11504,  Location: IN REDFORD TWP (Lat: 42.385036,  Lng: -83.280814),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 139,400 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: FENTON ST
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 13.813,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.5m (103.3ft)

Find on map >>   Show street view

Structure Number: 11505,  Location: W LTS OF DETROIT (Lat: 42.384864,  Lng: -83.276039),  Route carried "under" structure: Interstate 96,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 164,804 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: US-24 TELEGRAPH RD
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 14.208,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

Find on map >>   Show street view

Structure Number: 11514,  Location: IN REDFORD TWP (Lat: 42.384889,  Lng: -83.299486),  Route carried "under" structure: Interstate 96,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 145,900 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: BERWYN STREET
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 12.275,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.3m (122.4ft)

Find on map >>   Show street view

Structure Number: 11522,  Location: IN REDFORD TWP (Lat: 42.385100,  Lng: -83.296414),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 145,900 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN BEECH DALY
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 12.528,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 11523,  Location: IN REDFORD TWP (Lat: 42.385058,  Lng: -83.294133),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 139,400 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN E BEECH DL
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 12.717,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 12173,  Location: REDFORD N/PLYMOUTH (Lat: 42.377875,  Lng: -83.295128),  Route carried "under" structure: County highway 2057,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 37,528 (year 1996),  Truck Traffic: 5%,  Features Intersected: BEECH-DALY ROAD,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.403,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)