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Bridge Statistics for North Branch, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: North Branch, MI, Michigan, Michigan forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 13 meters (43ft) Total average daily traffic: 20,302 Total average daily truck traffic: 301 Total future (year 2007) average daily traffic: 36,029 National Bridge Inventory (NBI) Registered Bridges for North Branch
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 44144061000B03, Location: 1.0MI W OF NORTH BRANCH (Lat: 43.228692, Lng: -83.214767), Route carried "on" structure: State highway 90, Year Built: 1997, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 3,187 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 3,522 (year 2018), Design Load: HS 25, Features Intersected: FLINT RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.838, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 75, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 44200029000B01, Location: SEC. 7-18 N. BRANCH TWP. (Lat: 43.206947, Lng: -83.219322), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,300 (year 2007), Average Future Daily Traffic: 2,300 (year 2027), Design Load: HS 20, Features Intersected: GRAVEL CREEK, Facility Carried by Structure: BURNSIDE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.922, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 44200029000B02, Location: SEC. 9-16 N. BRANCH TWP. (Lat: 43.208153, Lng: -83.177172), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 2,600 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 4,800 (year 2027), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: BURNSIDE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.349, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 44200054000B01, Location: SEC15-16N.BRANCHTWP. (Lat: 43.206211, Lng: -83.175197), Route carried "on" structure: County highway 4461, Year Built: 1992, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,000 (year 2007), Average Future Daily Traffic: 9,000 (year 2027), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: LAKE PLEASANT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.769, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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, 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: 44200054000B02, Location: SEC. 9-10 N. BRANCH TWP. (Lat: 43.210847, Lng: -83.175378), Route carried "on" structure: County highway 4461, Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,500 (year 2007), Average Future Daily Traffic: 8,000 (year 2027), Design Load: H 20, Features Intersected: ELM CREEK DRAIN, Facility Carried by Structure: LAKE PLEASANT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.282, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: August 2007 Find on map >>
Structure Number: 44316H00004B01, Location: SEC 20 NORTH BRANCH TWP (Lat: 43.185764, Lng: -83.201033), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 160 (year 2007), Average Future Daily Traffic: 280 (year 2027), Design Load: HS 20, Features Intersected: BOTTOM CREEK DRAIN, Facility Carried by Structure: GRAVEL CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 44316H00005B01, Location: SEC. 24-25 N. BRANCH TWP. (Lat: 43.180631, Lng: -83.121650), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 90 (year 2007), Average Future Daily Traffic: 160 (year 2027), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: HASSLICK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.279, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 44316H00012B01, Location: SEC. 2-11 N. BRANCH TWP. (Lat: 43.223261, Lng: -83.154967), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 210 (year 2005), Average Future Daily Traffic: 400 (year 2027), Design Load: H 20, Features Intersected: ELM CREEK DRAIN, Facility Carried by Structure: ELM CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.291, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2007 Find on map >>
Structure Number: 44316H00015B01, Location: SEC. 22-23 N. BRANCH TWP. (Lat: 43.193372, Lng: -83.155117), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 180 (year 2007), Average Future Daily Traffic: 2,027 (year 2025), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CEDAR CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.738, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 44316H00016B01, Location: SEC. 23-24 N. BRANCH TWP. (Lat: 43.187575, Lng: -83.135325), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 250 (year 2007), Average Future Daily Traffic: 450 (year 2027), Design Load: HS 20+Mod, Features Intersected: CEDAR CREEK, Facility Carried by Structure: SLATTERY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.733, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 44316H00021B01, Location: SEC. 8-9 N. BRANCH TWP. (Lat: 43.215692, Lng: -83.195167), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 2,500 (year 2007), Average Future Daily Traffic: 4,500 (year 2027), Design Load: H 20, Features Intersected: ELM CREEK DRAIN, Facility Carried by Structure: JEFFERSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.277, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 44316H00022B01, Location: SEC. 10-11 N. BRANCH TWP. (Lat: 43.222789, Lng: -83.156439), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 75 (year 2007), Average Future Daily Traffic: 140 (year 2027), Design Load: H 20, Features Intersected: ELM CREEK DRAIN, Facility Carried by Structure: CEDAR CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.008, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2007 Find on map >>
Structure Number: 44316H00023B01, Location: SEC. 1-2 N. BRANCH TWP. (Lat: 43.225850, Lng: -83.136858), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 2007), Average Future Daily Traffic: 450 (year 2007), Design Load: H 20, Features Intersected: ELM CREEK DRAIN, Facility Carried by Structure: SLATTERY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.987, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2007 Discuss this city on our hugely popular Michigan forum Back to: North Branch, MI, Michigan, All US cities.
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