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Bridge Statistics for Gibraltar, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Gibraltar, MI, Michigan, Michigan forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 16 meters (52ft) Total costs: $1,000 Total average daily traffic: 60,774 Total average daily truck traffic: 1,987 Total future (year 2012) average daily traffic: 55,243 National Bridge Inventory (NBI) Registered Bridges for Gibraltar
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 82200005000B02, Location: GIBRALTAR W/JEFFERSON (Lat: 42.095458, Lng: -83.223372), Route carried "on" structure: City street 2057, Year Built: 1976, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 9,406 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 13,450 (year 2015), Design Load: HS 20+Mod, Features Intersected: BLAKELY DRAIN, Facility Carried by Structure: GIBRALTAR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.535, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 82200006000B03, Location: GIBRALTAR E/S. GIBRALTAR (Lat: 42.090386, Lng: -83.193144), Route carried "on" structure: County highway 8206, Year Built: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,690 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 3,041 (year 2015), Design Load: HS 25, Features Intersected: W.GIBRALTAR WATERWAY, Facility Carried by Structure: STOEFLET ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 82200006000B04, Location: GIBRALTAR W/BAYVIEW (Lat: 42.089958, Lng: -83.191428), Route carried "on" structure: County highway 8206, Year Built: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,690 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 3,041 (year 2015), Design Load: HS 25, Features Intersected: E.GIBRALTAR WATERWAY, Facility Carried by Structure: STOEFLET ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.785, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 82200007000B01, Location: GIBRALTAR E/JEFFERSON (Lat: 42.094689, Lng: -83.202753), Route carried "on" structure: City street 2057, Year Built: 1932, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 3,208 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 8,274 (year 2015), Design Load: HS 20+Mod, Features Intersected: FRANK & POET DRAIN, Facility Carried by Structure: GIBRALTAR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82200007000B02, Location: GIBRALTAR E/N. GIBRALTAR (Lat: 42.094947, Lng: -83.190658), Route carried "on" structure: County highway 2057, Year Built: 1932, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 5,546 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 6,379 (year 2015), Design Load: HS 20+Mod, Features Intersected: WATERWAY CANAL, Facility Carried by Structure: GIBRALTAR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82200008000B02, Location: GIBRALTAR/TRENTON E/FORT (Lat: 42.112131, Lng: -83.205436), Route carried "on" structure: County highway 2057, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,617 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 3,092 (year 2015), Design Load: HS 20+Mod, Features Intersected: FRANK & POET DRAIN, Facility Carried by Structure: VREELAND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.639, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 82200186000B01, Location: GIBRALTAR S/GIBRALTAR RD. (Lat: 42.087108, Lng: -83.207639), Route carried "on" structure: County highway 2057, Year Built: 1924, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 10,048 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 7,063 (year 2015), Features Intersected: BLAKELY DRAIN, Facility Carried by Structure: JEFFERSON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.224, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 82200186000B02, Location: GIBRALTAR N/GIBRALTAR (Lat: 42.095233, Lng: -83.203178), Route carried "on" structure: County highway 2057, Year Built: 1936, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 14,984 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 6,601 (year 2015), Design Load: HS 20+Mod, Features Intersected: FRANK & POET DRAIN, Facility Carried by Structure: JEFFERSON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.199, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 824263600006B01, Location: GIBRALTAR E/JEFFERSON (Lat: 42.095331, Lng: -83.211033), Route carried "on" structure: City street 2057, Year Built: 1992, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,926 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 1,751 (year 2015), Design Load: HS 20+Mod, Features Intersected: BLAKELY DRAIN, Facility Carried by Structure: S.GIBRALTAR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.555, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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 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 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 824263600006B02, Location: GIBRALTAR E/JEFFERSON (Lat: 42.087828, Lng: -83.200025), Route carried "on" structure: City street 2057, Year Built: 1992, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 2,929 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 1,751 (year 2015), Design Load: HS 20+Mod, Features Intersected: FRANK & POET DRAIN, Facility Carried by Structure: S.GIBRALTAR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.906, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 825263600015B01, Location: EAST OF ADAMS (Lat: 42.086736, Lng: -83.186142), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 350 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2012), Design Load: H 15, Features Intersected: HORSE IS. -ADAMS DR BYU., Facility Carried by Structure: HORSE ISLAND DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.462, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Very good, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 32.4 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 825263600020B01, Location: EAST OF WORTH (Lat: 42.085514, Lng: -83.195783), Route carried "on" structure: City street , Year Built: 1990, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 380 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2012), Design Load: HS 20, Features Intersected: W. GIBRALTAR WATERWAY, Facility Carried by Structure: YOUNG DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.861, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular Michigan forum Back to: Gibraltar, MI, Michigan, All US cities.
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