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Bridge Statistics for Kalamazoo, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kalamazoo, MI, Michigan, Michigan forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 40
Total length: 136 meters (446ft) Total costs: $303,000 Total average daily traffic: 645,415 Total average daily truck traffic: 93,191 National Bridge Inventory (NBI) Registered Bridges for Kalamazoo
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 457, Location: 4.8 MI E OF US-131 (Lat: 42.250281, Lng: -85.545433), Route carried "on" structure: Interstate 94, Year Built: 1954, Year Reconstructed: 1957, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 58,174 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 69,358 (year 2018), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.913, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 30.7m (100.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $84,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 4573, Location: 5.7 MI E OF US-131 (Lat: 42.253908, Lng: -85.538833), Route carried "on" structure: Interstate 94, Year Built: 1965, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 29,087 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 34,679 (year 2018), Design Load: HS 20, Features Intersected: GTW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.591, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4578, Location: 4.0 MI E OF US-131 (Lat: 42.244972, Lng: -85.560192), Route carried "on" structure: Interstate 94, Year Built: 1956, Year Reconstructed: 1974, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 69,260 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 69,358 (year 2018), Design Load: HS 20, Features Intersected: PORTAGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.568, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 33.3m (109.3ft), Out-to-Out Width: 35.3m (115.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $252,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 4579, Location: 6.2 MI E OF US-131 (Lat: 42.259278, Lng: -85.530792), Route carried "on" structure: County highway 2005, Year Built: 1968, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 12,000 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 13,800 (year 2008), Design Load: HS 15, Features Intersected: I-94, Facility Carried by Structure: SPRINKLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.664, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 11, Bridge Improvement Cost: $127,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 4585, Location: 6.5 MI E OF US-131 (Lat: 42.261992, Lng: -85.526953), Route carried "on" structure: County highway 2005, Year Built: 1968, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 4,000 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 9,000 (year 2015), Design Load: HS 15, Features Intersected: I-94, Facility Carried by Structure: CORK STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.358, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 11, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $5,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 4586, Location: 4.2 MI E OF US-131 (Lat: 42.246397, Lng: -85.556067), Route carried "on" structure: City street 2005, Year Built: 1973, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 4,000 (year 1988), Average Future Daily Traffic: 4,600 (year 2008), Design Load: HS 20, Features Intersected: I-94, Facility Carried by Structure: KILGORE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.836, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.3m (115.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $18,000, Total Project Cost: $214,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 46, Location: 0.1 MI W OF KALAMAZOO RIV (Lat: 42.294719, Lng: -85.573394), Route carried "on" structure: Business Interstate 94, Year Built: 1947, Year Reconstructed: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,699 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 31,508 (year 2018), Design Load: HS 20, Features Intersected: PORTAGE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.408, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 86.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: September 10, 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: 4614, Location: IN KALAMAZOO (Lat: 42.294822, Lng: -85.571475), Route carried "on" structure: State highway 43, Year Built: 1995, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 20,475 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 21,870 (year 2018), Design Load: HS 25, Features Intersected: KALAMAZOO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.568, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.7m (74.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 10, Underwater Inspection Date: March 2009, 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: 462, Location: 1.4 M SE JCT M-96 & I-94L (Lat: 42.272483, Lng: -85.540828), Route carried "on" structure: Business Interstate 94, Year Built: 1950, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,396 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 12,060 (year 2018), Design Load: HS 20+Mod, Features Intersected: DAVIS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 21.1m (69.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 10 Find on map >> Show street view
Structure Number: 4668, Location: CITY OF KALAMAZOO (Lat: 42.270300, Lng: -85.578147), Route carried "on" structure: City street 2005, Year Built: 1991, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 5,377 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 6,990 (year 2017), Design Load: HS 20, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: ALCOTT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.277, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 4669, Location: CITY OF KALAMAZOO (Lat: 42.274139, Lng: -85.576608), Route carried "on" structure: City street 2005, Year Built: 1983, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,647 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 4,741 (year 2017), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: REED STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.525, Lanes on structure: 2, Owner: City or Municipal 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: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, 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: 467, Location: IN KALAMAZOO (Lat: 42.277508, Lng: -85.576997), Route carried "on" structure: City street 2005, Year Built: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 6,552 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 8,518 (year 2018), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: STOCKBRIDGE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.731, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, 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: 4671, Location: IN KALAMAZOO (Lat: 42.283975, Lng: -85.578933), Route carried "on" structure: City street 2005, Year Built: 1988, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 5,600 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 7,300 (year 2018), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: E VINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.439, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 3.3m (10.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 10, 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: 4672, Location: IN KALAMAZOO (Lat: 42.282775, Lng: -85.578803), Route carried "on" structure: City street 2005, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,784 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 7,519 (year 2018), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: CROSSTOWN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.020, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4674, Location: IN KALAMAZOO (Lat: 42.298978, Lng: -85.572044), Route carried "on" structure: City street 2005, Year Built: 1992, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 16,444 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 21,377 (year 2017), Design Load: HS 20, Features Intersected: KALAMAZOO RIVER, Facility Carried by Structure: GULL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.311, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, 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: 4675, Location: CITY OF KALAMAZOO (Lat: 42.303247, Lng: -85.570742), Route carried "on" structure: City street 2005, Year Built: 1956, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 8,440 (year 1996), Truck Traffic: 10%, Average Future Daily Traffic: 10,972 (year 2016), Design Load: HS 20+Mod, Features Intersected: KALAMAZOO RIVER, Facility Carried by Structure: PATERSON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.606, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4677, Location: CITY OF KALAMAZOO (Lat: 42.247906, Lng: -85.574486), Route carried "on" structure: City street 2005, Year Built: 1982, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 11,381 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 14,795 (year 2017), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: LOVERS LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.157, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10 Find on map >> Show street view
Structure Number: 4678, Location: CITY OF KALAMAZOO (Lat: 42.246094, Lng: -85.574931), Route carried "on" structure: City street 2005, Year Built: 1982, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 11,381 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 14,795 (year 2017), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: LOVERS LANE N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.953, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10 Find on map >> Show street view
Structure Number: 4679, Location: IN KALAMAZOO (Lat: 42.286808, Lng: -85.576069), Route carried "on" structure: City street 2005, Year Built: 1986, Year Reconstructed: 1998, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 12,623 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 16,410 (year 2018), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: PORTAGE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.569, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 3), Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, 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: 468, Location: CITY OF KALAMAZOO (Lat: 42.288956, Lng: -85.575567), Route carried "on" structure: City street 2005, Year Built: 1982, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 9,500 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 12,000 (year 2010), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: PITCHER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.721, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 4681, Location: IN KALAMAZOO (Lat: 42.292942, Lng: -85.566456), Route carried "on" structure: City street 2005, Year Built: 1993, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 11,538 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 14,999 (year 2018), Design Load: HS 20, Features Intersected: KALAMAZOO, Facility Carried by Structure: MILLS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 7 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 79.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, 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: 4682, Location: CITY OF KALAMAZOO (Lat: 42.247564, Lng: -85.571642), Route carried "on" structure: City street , Year Built: 1935, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 360 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2010), Design Load: H 15, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: MILHAM PARK RD (S) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.470, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 4683, Location: CITY OF KALAMAZOO (Lat: 42.246053, Lng: -85.570592), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2010), Design Load: H 15, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: MILHAM PARK RD (N) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 4684, Location: IN CITY OF KALAMAZOO (Lat: 42.266942, Lng: -85.593650), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 650 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 1,000 (year 2010), Design Load: HS 20+Mod, Features Intersected: BRONSON BOULEVARD, Facility Carried by Structure: INKSTER AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.237, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $5,000, Total Project Cost: $35,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4685, Location: IN KALAMAZOO (Lat: 42.279989, Lng: -85.577553), Route carried "on" structure: City street 2005, Year Built: 1986, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,895 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 3,764 (year 2018), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: LAKE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.463, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 4686, Location: IN CITY OF KALAMAZOO (Lat: 42.284936, Lng: -85.578203), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 900 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2012), Design Load: HS 20, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: DUTTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, 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: 4687, Location: IN CITY OF KALAMAZOO (Lat: 42.286150, Lng: -85.577078), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 3,100 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 4,500 (year 2010), Design Load: HS 20+Mod, Features Intersected: PORTAGE CREEK, Facility Carried by Structure: WALNUT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.502, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.9 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, 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: 13139, Location: S OF PARKVIEW (Lat: 42.255314, Lng: -85.641950), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 5,000 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 7,500 (year 2020), Design Load: HS 20, Features Intersected: PEDESTRIAN WALKWAY, Facility Carried by Structure: DRAKE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.842, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Culverts: Very good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 13221, Location: CITY OF KALAMAZOO (Lat: 42.276978, Lng: -85.587261), Route carried "on" structure: State highway 331, Year Built: 2012, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 12,600 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 15,500 (year 2031), Features Intersected: AXTELL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.750, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Channel: Fair, Culverts: Poor, Operating Rating: 40.5 metric tons, Inventory Rating: 40.5 metric tons, Structural Evaluation: Meets minimum limits, 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: March 12, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 13557, Location: BTWN ELEANOR & W WATER ST (Lat: 42.293050, Lng: -85.587383), Route carried "on" structure: State highway 331, Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 12,600 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 14,490 (year 2028), Features Intersected: ARCADIA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.1m (46.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.6m (8.5ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, 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: April 10, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 13639, Location: 500 FT NW OF I-94 BL (Lat: 42.266667, Lng: -85.279747), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,500 (year 2010), Average Future Daily Traffic: 3,850 (year 2025), Features Intersected: HOWARD STREET, Facility Carried by Structure: ROELL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Agenciy, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 4578, Location: 4.0 MI E OF US-131 (Lat: 42.244972, Lng: -85.560192), Route carried "under" structure: City street 2005, Year Built: 1956, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 37,000 (year 1995), Truck Traffic: 30%, Features Intersected: PORTAGE ROAD, Facility Carried by Structure: I-94 Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 18.478, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.3m (53.5ft) Find on map >> Show street view
Structure Number: 4579, Location: 6.2 MI E OF US-131 (Lat: 42.259278, Lng: -85.530792), Route carried "under" structure: Interstate 94, Year Built: 1968, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 58,174 (year 2007), Truck Traffic: 28%, Features Intersected: I-94, Facility Carried by Structure: SPRINKLE ROAD Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 20.501, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >> Show street view
Structure Number: 4585, Location: 6.5 MI E OF US-131 (Lat: 42.261992, Lng: -85.526953), Route carried "under" structure: Interstate 94, Year Built: 1968, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 41,694 (year 2007), Truck Traffic: 28%, Features Intersected: I-94, Facility Carried by Structure: CORK STREET Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 20.939, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >> Show street view
Structure Number: 4586, Location: 4.2 MI E OF US-131 (Lat: 42.246397, Lng: -85.556067), Route carried "under" structure: Interstate 94, Year Built: 1973, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 58,174 (year 2007), Truck Traffic: 19%, Features Intersected: I-94, Facility Carried by Structure: KILGORE ROAD Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 17.944, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.3m (115.8ft) Find on map >> Show street view
Structure Number: 4615, Location: IN KALAMAZOO (Lat: 42.295664, Lng: -85.568706), Route carried "under" structure: State highway 43, Year Built: 1936, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 20,475 (year 2007), Truck Traffic: 2%, Features Intersected: M-43 (E MICH AVE), Facility Carried by Structure: NORFOLK SOUTHERN R Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 17.822, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.4m (76.8ft) Find on map >> Show street view
Structure Number: 4667, Location: CITY OF KALAMAZOO (Lat: 42.266856, Lng: -85.545861), Route carried "under" structure: City street 2005, Year Built: 1900, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,200 (year 1998), Features Intersected: MILLER ROAD ; CONRAIL, Facility Carried by Structure: CONRAIL Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 1.997, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 9.4m (30.8ft) Find on map >> Show street view
Structure Number: 4676, Location: 1.2 MI N OF I-94 (Lat: 42.254589, Lng: -85.589614), Route carried "under" structure: State highway 331, Year Built: 1964, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 29,335 (year 2007), Truck Traffic: 3%, Features Intersected: M-331 (S WESTNEDGE AVE), Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 5.512, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft) Find on map >> Show street view
Structure Number: 4684, Location: IN CITY OF KALAMAZOO (Lat: 42.266942, Lng: -85.593650), Route carried "under" structure: City street 2005, Year Built: 1990, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 6,700 (year 1978), Truck Traffic: 3%, Features Intersected: BRONSON BOULEVARD, Facility Carried by Structure: INKSTER AVENUE Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 3.468, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Slab, Length of Maximum Span: 12.8m (42.0ft) Find on map >> Show street view
Structure Number: 13639, Location: 500 FT NW OF I-94 BL (Lat: 42.266667, Lng: -85.279747), Route carried "under" structure: City street , Year Built: 1979, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 7,500 (year 0 ), Features Intersected: HOWARD STREET, Facility Carried by Structure: ROELL ROAD Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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