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Bridge Statistics for Mount Horeb, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 98ft / 30.1mTotal length
  • $255,000Total costs
  • 70,195Total average daily traffic
  • 3,039Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Mount Horeb
  • No street view available for this location

New bridges in Mount Horeb, WI - historical statistics
  • New bridges - historical statistics
  • 21950-1959
  • 81980-1989
  • 11990-1999
  • 22000-2009
Average Bridge Daily Traffic in Mount Horeb, WI
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 14.3%Very good
  • 28.6%Good
  • 42.9%Satisfactory
  • 14.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Very good
  • 42.9%Good
  • 28.6%Satisfactory
  • 14.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 28.6%Good
  • 57.1%Satisfactory
  • 14.3%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Very good
  • 33.3%Good
  • 33.3%Fair
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Structure Number: B130069,  Location: 2.8M S JCT USH 18 (Lat: 42.967611,  Lng: -89.730444),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 1,123 (year 2019),  Average Future Daily Traffic: 1,235 (year 2040),  Design Load: H 15,  Features Intersected: W BR SUGAR RIVER,  Facility Carried by Structure: CTH JG
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: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B130298,  Location: 0.8M W JCT CTH JG (Lat: 42.994117,  Lng: -89.744917),  Route carried "on" structure: US 18,  Year Built: 1984,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 8,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,820 (year 2039),  Design Load: HS 20,  Features Intersected: LRD SAND ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B130299,  Location: 0.8M E JCT STH 78 (Lat: 42.993939,  Lng: -89.745408),  Route carried "on" structure: US 18,  Year Built: 1988,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 8,800 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,820 (year 2040),  Design Load: HS 20,  Features Intersected: LRD SAND ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B1303,  Location: 8.2M N JCT CTH A (Lat: 42.994083,  Lng: -89.730525),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 890 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 900 (year 2039),  Design Load: HS 20,  Features Intersected: USH 18-USH 151,  Facility Carried by Structure: CTH JG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B130304,  Location: 4.8M N JCT CTH H TO S (Lat: 43.001447,  Lng: -89.760389),  Route carried "on" structure: State highway 78,  Year Built: 1984,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 2,200 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,850 (year 2039),  Design Load: HS 20,  Features Intersected: USH 18-USH 151
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B130429,  Location: 3.2M N JCT CTH Z (Lat: 42.969806,  Lng: -89.789722),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 207 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 227 (year 2039),  Design Load: HS 20,  Features Intersected: GERMAN VALLEY CREEK,  Facility Carried by Structure: CTH E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B130493,  Location: 0.1M N JCT GARFIELD ST (Lat: 43.007417,  Lng: -89.732389),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 177 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 194 (year 2039),  Design Load: HS 20,  Features Intersected: LRD MILITARY RIDGE BIKET,  Facility Carried by Structure: LRD 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 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: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B130604,  Location: 1.0M S JCT CTH J (Lat: 43.034900,  Lng: -89.665717),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,886 (year 2019),  Average Future Daily Traffic: 7,574 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SUGAR RIVER,  Facility Carried by Structure: CTH S & P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.0 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B13005,  Location: 0.2M E JCT STH 92 TO E (Lat: 43.010064,  Lng: -89.726617),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 9,010 (year 2019),  Features Intersected: CTH ID,  Facility Carried by Structure: MILITARY RIDGE TRA
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: B130298,  Location: 2.1M N JCT CTH JG (Lat: 42.994117,  Lng: -89.744917),  Route carried "under" structure: City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 251 (year 2019),  Features Intersected: LRD SAND ROCK RD,  Facility Carried by Structure: USH 18 WB-USH 151
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: B130299,  Location: 2.1M N JCT CTH JG (Lat: 42.993939,  Lng: -89.745408),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 251 (year 2019),  Features Intersected: LRD SAND ROCK RD,  Facility Carried by Structure: USH 18 EB/151 NB
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.6m (77.4ft)

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Structure Number: B1303,  Location: 1.5M E JCT STH 78 (Lat: 42.994083,  Lng: -89.730525),  Route carried "under" structure: US 18,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 16,700 (year 2019),  Truck Traffic: 1%,  Features Intersected: USH 18-USH 151,  Facility Carried by Structure: CTH JG
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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Structure Number: B130304,  Location: 0.6M E JCT CTH E TO S (Lat: 43.001447,  Lng: -89.760389),  Route carried "under" structure: US 18,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 15,200 (year 2019),  Truck Traffic: 8%,  Features Intersected: USH 18-USH 151,  Facility Carried by Structure: STH 78
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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