Bridge Statistics for Harmony, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 138ft / 42.2mTotal length
- $1,996,000Total costs
- 184,561Total average daily traffic
- 10,542Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Harmony
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21950-1959
- 11970-1979
- 21980-1989
- 22000-2009
- 82010-2019
- 32020-2022
- Bridge Condition - Deck
- 30.0%Excellent
- 30.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 30.0%Excellent
- 10.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 20.0%Excellent
- 10.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- Bridge Condition - Channel
- 11.1%Excellent
- 33.3%Very good
- 44.4%Good
- 11.1%Satisfactory
- Bridge Condition - Culverts
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
Find on map >> Show street view
Structure Number: B530006, Location: 0.4M E JCT CTH A (Lat: 42.694250, Lng: -88.953767), Route carried "on" structure: US 14, Year Built: 1951, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 13,100 (year 2039), Design Load: H 20, Features Intersected: SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B530006, Location: 0.4M E JCT CTH A (Lat: 42.694250, Lng: -88.953767), Route carried "on" structure: US 14, Year Built: 1951, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 13,100 (year 2039), Design Load: H 20, Features Intersected: SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B530007, Location: 1.2M E JCT CTH A (Lat: 42.682008, Lng: -88.953578), Route carried "on" structure: US 14, Year Built: 1951, Year Reconstructed: 1994, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 13,100 (year 2040), Design Load: H 20, Features Intersected: BLACKHAWK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $729,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,093,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530007, Location: 1.2M E JCT CTH A (Lat: 42.682008, Lng: -88.953578), Route carried "on" structure: US 14, Year Built: 1951, Year Reconstructed: 1994, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 9,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 13,100 (year 2040), Design Load: H 20, Features Intersected: BLACKHAWK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $729,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,093,000 ( Estimate for 2021), 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: B530124, Location: 0.6M N JCT CTH MM (Lat: 42.685694, Lng: -88.933889), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: H 20, Features Intersected: BLACKHAWK CREEK, Facility Carried by Structure: LRD HANKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B530124, Location: 0.6M N JCT CTH MM (Lat: 42.685694, Lng: -88.933889), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: H 20, Features Intersected: BLACKHAWK CREEK, Facility Carried by Structure: LRD HANKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B53024, Location: 1.6M N JCT CTH G (Lat: 42.541339, Lng: -88.992428), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,047 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 14,790 (year 2039), Design Load: HS 20, Features Intersected: TURTLE CREEK, Facility Carried by Structure: CTH S, SHOPIERE RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B53024, Location: 1.6M N JCT CTH G (Lat: 42.541339, Lng: -88.992428), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,047 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 14,790 (year 2039), Design Load: HS 20, Features Intersected: TURTLE CREEK, Facility Carried by Structure: CTH S, SHOPIERE RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, 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: B530249, Location: AT STH 26 (Lat: 42.751833, Lng: -88.954111), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 8,465 (year 2019), Average Future Daily Traffic: 8,465 (year 2039), Design Load: HL 93, Features Intersected: STH 26, Facility Carried by Structure: LRD HARMONY TOWN H
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: 18.3m (60.0ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.1 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: 33.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530249, Location: AT STH 26 (Lat: 42.751833, Lng: -88.954111), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 8,465 (year 2019), Average Future Daily Traffic: 8,465 (year 2039), Design Load: HL 93, Features Intersected: STH 26, Facility Carried by Structure: LRD HARMONY TOWN H
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: 18.3m (60.0ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.1 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: 33.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, 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: B53026, Location: 1.2 MI. N OF STH 59 (Lat: 42.786750, Lng: -88.922139), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: LRD BOWERS LAKE 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), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 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: 40.8 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: Better than 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 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B53026, Location: 1.2 MI. N OF STH 59 (Lat: 42.786750, Lng: -88.922139), Route carried "on" structure: State highway 26, Year Built: 2013, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 13,900 (year 2019), Average Future Daily Traffic: 16,680 (year 2039), Design Load: HL 93, Features Intersected: LRD BOWERS LAKE 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), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 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: 40.8 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: Better than 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 48 months, Inspection Date: August 2021, 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: B530266, Location: 0.5M N CTH Y (Lat: 42.742444, Lng: -88.971583), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1 (year 2019), Average Future Daily Traffic: 1 (year 2040), Design Load: HL 93, Features Intersected: STH 26, Facility Carried by Structure: LRD WRIGHT RD
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: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 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: 34.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530266, Location: 0.5M N CTH Y (Lat: 42.742444, Lng: -88.971583), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 1 (year 2019), Average Future Daily Traffic: 1 (year 2040), Design Load: HL 93, Features Intersected: STH 26, Facility Carried by Structure: LRD WRIGHT RD
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: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 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: 34.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, 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: B530276, Location: 2.5M E JCT USH 14 (Lat: 42.699028, Lng: -88.906583), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,532 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,985 (year 2039), Design Load: HS 20, Features Intersected: BR BLACKHAWK CREEK, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B530276, Location: 2.5M E JCT USH 14 (Lat: 42.699028, Lng: -88.906583), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,532 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,985 (year 2039), Design Load: HS 20, Features Intersected: BR BLACKHAWK CREEK, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B530341, Location: 0.2 MI S JCT STH 26 (Lat: 42.723994, Lng: -88.989436), Route carried "on" structure: Interstate 39, Year Built: 2020, Status: Open, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 29,500 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 46,200 (year 2040), Design Load: HL 93, Features Intersected: LRD RYAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 34.9m (114.5ft), Out-to-Out Width: 36.3m (119.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 49.6 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: 38.2 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: Superior to present desirable criteria, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530341, Location: 0.2 MI S JCT STH 26 (Lat: 42.723994, Lng: -88.989436), Route carried "on" structure: Interstate 39, Year Built: 2020, Status: Open, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 29,500 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 46,200 (year 2040), Design Load: HL 93, Features Intersected: LRD RYAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 34.9m (114.5ft), Out-to-Out Width: 36.3m (119.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 49.6 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: 38.2 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: Superior to present desirable criteria, 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B530348, Location: 5.5M E JCT STH 59 TO E (Lat: 42.760000, Lng: -89.005300), Route carried "on" structure: Interstate 39, Year Built: 2019, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 29,625 (year 2020), Average Future Daily Traffic: 35,550 (year 2040), Design Load: HL 93, Features Intersected: LRD TOWN LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 52.5 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: 38.6 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $489,000, Roadway Improvement Cost: $48,000, Total Project Cost: $734,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530348, Location: 5.5M E JCT STH 59 TO E (Lat: 42.760000, Lng: -89.005300), Route carried "on" structure: Interstate 39, Year Built: 2019, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 29,625 (year 2020), Average Future Daily Traffic: 35,550 (year 2040), Design Load: HL 93, Features Intersected: LRD TOWN LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 52.5 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: 38.6 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Bridge Improvement Cost: $489,000, Roadway Improvement Cost: $48,000, Total Project Cost: $734,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B530349, Location: 2.7M W JCT STH 26 TO N (Lat: 42.759828, Lng: -89.004394), Route carried "on" structure: Interstate 39, Year Built: 2020, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 24,000 (year 2019), Average Future Daily Traffic: 35,500 (year 2040), Design Load: HL 93, Features Intersected: LRD TOWN LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 52.5 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: 38.6 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: Superior to present desirable 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B530349, Location: 2.7M W JCT STH 26 TO N (Lat: 42.759828, Lng: -89.004394), Route carried "on" structure: Interstate 39, Year Built: 2020, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 24,000 (year 2019), Average Future Daily Traffic: 35,500 (year 2040), Design Load: HL 93, Features Intersected: LRD TOWN LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 52.5 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: 38.6 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: Superior to present desirable 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B530383, Location: 1.9M E JCT USH 14 (Lat: 42.677583, Lng: -88.919361), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 600 (year 2019), Average Future Daily Traffic: 600 (year 2039), Design Load: HL 93, Features Intersected: BR BLACKHAWK CREEK, Facility Carried by Structure: CTH MM
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: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: August 2020
Structure Number: B530383, Location: 1.9M E JCT USH 14 (Lat: 42.677583, Lng: -88.919361), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 600 (year 2019), Average Future Daily Traffic: 600 (year 2039), Design Load: HL 93, Features Intersected: BR BLACKHAWK CREEK, Facility Carried by Structure: CTH MM
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: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: August 2020
Find on map >> Show street view
Structure Number: P530096, Location: 1.2M N JCT CTH MM (Lat: 42.695389, Lng: -88.914472), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: H 15, Features Intersected: BLACKHAWK CREEK, Facility Carried by Structure: LRD MILTON SHOPIER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, 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: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P530096, Location: 1.2M N JCT CTH MM (Lat: 42.695389, Lng: -88.914472), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 58 (year 2019), Average Future Daily Traffic: 63 (year 2039), Design Load: H 15, Features Intersected: BLACKHAWK CREEK, Facility Carried by Structure: LRD MILTON SHOPIER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, 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: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: P530097, Location: 0.4M S JCT CTH MM (Lat: 42.672000, Lng: -88.914083), Route carried "on" structure: City street , Year Built: 1923, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 158 (year 2019), Average Future Daily Traffic: 173 (year 2040), Design Load: H 15, Features Intersected: BR BLACKHAWK CREEK, Facility Carried by Structure: LRD MILTON SHOPIER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $169,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P530097, Location: 0.4M S JCT CTH MM (Lat: 42.672000, Lng: -88.914083), Route carried "on" structure: City street , Year Built: 1923, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 158 (year 2019), Average Future Daily Traffic: 173 (year 2040), Design Load: H 15, Features Intersected: BR BLACKHAWK CREEK, Facility Carried by Structure: LRD MILTON SHOPIER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $169,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: P530099, Location: 1.1M N JCT CTH MM (Lat: 42.695667, Lng: -88.894778), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 105 (year 2019), Average Future Daily Traffic: 115 (year 2039), Design Load: HS 20, Features Intersected: BLACKHAWK CREEK, Facility Carried by Structure: LRD TARRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P530099, Location: 1.1M N JCT CTH MM (Lat: 42.695667, Lng: -88.894778), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 105 (year 2019), Average Future Daily Traffic: 115 (year 2039), Design Load: HS 20, Features Intersected: BLACKHAWK CREEK, Facility Carried by Structure: LRD TARRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B530249, Location: AT HARMONY TOWN HALL RD (Lat: 42.751833, Lng: -88.954111), Route carried "under" structure: State highway 26, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: LRD HARMONY TOWN H
Minimum Vertical Clearance: 5.11m (16.77ft), 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: 34.7m (113.8ft)
Structure Number: B530249, Location: AT HARMONY TOWN HALL RD (Lat: 42.751833, Lng: -88.954111), Route carried "under" structure: State highway 26, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: LRD HARMONY TOWN H
Minimum Vertical Clearance: 5.11m (16.77ft), 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: 34.7m (113.8ft)
Find on map >> Show street view
Structure Number: B530266, Location: AT WRIGHT RD (Lat: 42.742444, Lng: -88.971583), Route carried "under" structure: State highway 26, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 27,832 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: LRD WRIGHT RD
Minimum Vertical Clearance: 5.05m (16.57ft), 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: 27.7m (90.9ft)
Structure Number: B530266, Location: AT WRIGHT RD (Lat: 42.742444, Lng: -88.971583), Route carried "under" structure: State highway 26, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 27,832 (year 2019), Features Intersected: STH 26, Facility Carried by Structure: LRD WRIGHT RD
Minimum Vertical Clearance: 5.05m (16.57ft), 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: 27.7m (90.9ft)
Find on map >> Show street view
Structure Number: B530348, Location: 1.7M W JCT CTH Y (Lat: 42.760000, Lng: -89.005300), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 2020), Features Intersected: LRD TOWN LINE RD, Facility Carried by Structure: IH 39SB/90 EB
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: B530348, Location: 1.7M W JCT CTH Y (Lat: 42.760000, Lng: -89.005300), Route carried "under" structure: City street , Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 1,600 (year 2020), Features Intersected: LRD TOWN LINE RD, Facility Carried by Structure: IH 39SB/90 EB
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: B530349, Location: 1.7M W JCT CTH Y (Lat: 42.759828, Lng: -89.004394), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 1,580 (year 2020), Features Intersected: LRD TOWN LINE RD, Facility Carried by Structure: IH 39 NB / IH 90 W
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: B530349, Location: 1.7M W JCT CTH Y (Lat: 42.759828, Lng: -89.004394), Route carried "under" structure: City street , Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 1,580 (year 2020), Features Intersected: LRD TOWN LINE RD, Facility Carried by Structure: IH 39 NB / IH 90 W
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)