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Bridge Statistics for Hudson Lake, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 89ft / 27.1mTotal length
  • 68,442Total average daily traffic
  • 12,343Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Hudson Lake
  • No street view available for this location

New bridges in Hudson Lake, IN - historical statistics
  • New bridges - historical statistics
  • 91950-1959
  • 11970-1979
  • 11980-1989
Reconstructed bridges in Hudson Lake, IN - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
  • 02000-2009
  • 22010-2019
Average Bridge Daily Traffic in Hudson Lake, IN
Average Bridge Truck Traffic in Hudson Lake, IN
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 33.3%Excellent
  • 50.0%Satisfactory
  • 16.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 33.3%Satisfactory
  • 16.7%Fair
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Structure Number: 4745,  Location: 08.60 E SR 39 (Lat: 41.723619,  Lng: -86.602875),  Route carried "on" structure: County highway 500,  Year Built: 1956,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 591 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,407 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4746,  Location: 09.66 E SR 39 (Lat: 41.726631,  Lng: -86.583450),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 13,580 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,252 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HUNTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.243,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4747,  Location: 09.66 E SR 39 (Lat: 41.726839,  Lng: -86.583458),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 12,966 (year 2011),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,252 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: HUNTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.243,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4751,  Location: 12.93 E SR 39 (Lat: 41.742161,  Lng: -86.524467),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 12,966 (year 2011),  Truck Traffic: 24%,  Average Future Daily Traffic: 26,252 (year 2031),  Design Load: HS 20,  Features Intersected: CR 900 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.506,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4600124,  Location: 00.30 N CR 700 N (Lat: 41.713011,  Lng: -86.569819),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 750 (year 2040),  Design Load: HS 20,  Features Intersected: NICTD RR,  Facility Carried by Structure: EMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 4600154,  Location: 00.40 W CR 500 E (Lat: 41.738931,  Lng: -86.610589),  Route carried "on" structure: County highway 276,  Year Built: 1980,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: TRIBUTARY GALENA RIVER,  Facility Carried by Structure: CR 900N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4745,  Location: 08.60 E SR 39 (Lat: 41.723619,  Lng: -86.602875),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,580 (year 2015),  Truck Traffic: 10%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 500E/NOVITIATE
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 92.537,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 4745,  Location: 08.60 E SR 39 (Lat: 41.723619,  Lng: -86.602875),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,580 (year 2015),  Truck Traffic: 10%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 500E/NOVITIATE
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 92.537,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 4746,  Location: 09.66 E SR 39 (Lat: 41.726631,  Lng: -86.583450),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 143 (year 2015),  Truck Traffic: 10%,  Features Intersected: HUNTS RD,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 4747,  Location: 09.66 E SR 39 (Lat: 41.726839,  Lng: -86.583458),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 143 (year 2004),  Truck Traffic: 10%,  Features Intersected: HUNTS ROAD,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 4751,  Location: 12.93 E SR 39 (Lat: 41.742161,  Lng: -86.524467),  Route carried "under" structure: County highway 900,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 293 (year 2004),  Truck Traffic: 10%,  Features Intersected: CR 900E,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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