Bridge Statistics for Milford, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1300822,  Location: 200 FT E OF SR 131 JNCT (Lat: 39.171667,  Lng: -84.273333),  Route carried "on" structure: US 50,  Year Built: 1993,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 7,250 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,376 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: TRIB E FORK LIT MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.680,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 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 minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 130083,  Location: 2.28 MI E OF HAM/CLE LINE (Lat: 39.186119,  Lng: -84.263892),  Route carried "on" structure: US 50,  Year Built: 1990,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,250 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,376 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: TRIB E FORK LIT MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.620,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1302515,  Location: JUST E OF US50 (Lat: 39.173058,  Lng: -84.273342),  Route carried "on" structure: State highway 131,  Year Built: 1989,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 12,370 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,036 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: HAPPY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.050,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 130553,  Location: OVER US50 (Lat: 39.166944,  Lng: -84.268056),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 37,655 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,608 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.840,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1305549,  Location: OVER US50 (Lat: 39.166944,  Lng: -84.268056),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 37,655 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,608 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.840,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1360639,  Location: 0.74 MI S. OF JCT US 50 (Lat: 39.165000,  Lng: -84.275417),  Route carried "on" structure: City street MILPK,  Year Built: 1997,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 15,190 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,084 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: E.FORK OF LITTLE MIAMI R,  Facility Carried by Structure: MILFORD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable 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 12 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3104184,  Location: LITTLE MIAMI IN MILFORD (Lat: 39.171667,  Lng: -84.298333),  Route carried "on" structure: US 50,  Year Built: 1980,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 9.04m (29.66ft),  Average Daily Traffic: 16,830 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,498 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.020,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 130553,  Location: OVER US50 (Lat: 39.166944,  Lng: -84.268056),  Route carried "under" structure: US 50,  Year Built: 1972,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 7,250 (year 2006),  Truck Traffic: 3%,  Features Intersected: IR 275*W,  Facility Carried by Structure: I275 NB
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: 1305549,  Location: OVER US50 (Lat: 39.166944,  Lng: -84.268056),  Route carried "under" structure: US 50,  Year Built: 1972,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 7,250 (year 2006),  Truck Traffic: 3%,  Features Intersected: IR 275*E,  Facility Carried by Structure: I275 SB
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.317,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.4m (70.2ft)

Structure Number: 3140067,  Location: 60 FT W SR126,  Route carried "under" structure: City street S0334,  Year Built: 1900,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,000 (year 1992),  Truck Traffic: 1%,  Features Intersected: BIKEWAY(ABANDONED RR),  Facility Carried by Structure: BIKEWAY
Minimum Vertical Clearance: 0.34m (1.12ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.3m (24.0ft)