Bridge Statistics for Lind, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 72ft / 21.5mTotal length
- $364,000Total costs
- 28,797Total average daily traffic
- 513Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lind
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 11910-1919
- 21960-1969
- 11980-1989
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 55.6%Good
- 11.1%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 55.6%Good
- 11.1%Fair
- Bridge Condition - Substructure
- 44.4%Very good
- 44.4%Good
- 11.1%Fair
- Bridge Condition - Channel
- 55.6%Very good
- 44.4%Good
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Structure Number: B680047, Location: 0.3M S JCT CTH EE (Lat: 44.283983, Lng: -89.046856), Route carried "on" structure: County highway A, Year Built: 1989, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,449 (year 2019), Average Future Daily Traffic: 1,593 (year 2040), Design Load: HS 20, Features Intersected: WALLA WALLA CREEK
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B680047, Location: 0.3M S JCT CTH EE (Lat: 44.283983, Lng: -89.046856), Route carried "on" structure: County highway A, Year Built: 1989, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,449 (year 2019), Average Future Daily Traffic: 1,593 (year 2040), Design Load: HS 20, Features Intersected: WALLA WALLA CREEK
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B68012, Location: 1.7M N JCT CTH C TO E (Lat: 44.635811, Lng: -88.899958), Route carried "on" structure: State highway 110, Year Built: 2004, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: S BR PIGEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B68012, Location: 1.7M N JCT CTH C TO E (Lat: 44.635811, Lng: -88.899958), Route carried "on" structure: State highway 110, Year Built: 2004, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: S BR PIGEON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: B680121, Location: 1.5 MI E JCT STH 22/54 TO (Lat: 44.329300, Lng: -89.041381), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,800 (year 2039), Design Load: HS 20, Features Intersected: USH 10, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 26.3m (86.3ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.8 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: Better than present minimum 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B680121, Location: 1.5 MI E JCT STH 22/54 TO (Lat: 44.329300, Lng: -89.041381), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,800 (year 2039), Design Load: HS 20, Features Intersected: USH 10, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 26.3m (86.3ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.8 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: Better than present minimum 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: August 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: B680141, Location: 1.5 MILES S JCT USH 10 (Lat: 44.319478, Lng: -89.097697), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 430 (year 2038), Design Load: HL 93, Features Intersected: CRYSTAL RIVER, Facility Carried by Structure: LRD SHADOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.3 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: 35.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B680141, Location: 1.5 MILES S JCT USH 10 (Lat: 44.319478, Lng: -89.097697), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 430 (year 2038), Design Load: HL 93, Features Intersected: CRYSTAL RIVER, Facility Carried by Structure: LRD SHADOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.3 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: 35.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B680142, Location: 0.7MILES SOUTHEAST JCT CT (Lat: 44.259728, Lng: -88.992839), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 190 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 260 (year 2038), Design Load: HL 93, Features Intersected: HATTON CREEK, Facility Carried by Structure: LRD HATTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B680142, Location: 0.7MILES SOUTHEAST JCT CT (Lat: 44.259728, Lng: -88.992839), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 190 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 260 (year 2038), Design Load: HL 93, Features Intersected: HATTON CREEK, Facility Carried by Structure: LRD HATTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 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: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P68009, Location: 0.2M W JCT STH 22 (Lat: 44.387972, Lng: -88.951800), Route carried "on" structure: City street , Year Built: 1890, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2040), Design Load: H 15, Features Intersected: S BR LITTLE WOLF RIVER, Facility Carried by Structure: LRD BIGALKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 16.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $14,000, Total Project Cost: $214,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P68009, Location: 0.2M W JCT STH 22 (Lat: 44.387972, Lng: -88.951800), Route carried "on" structure: City street , Year Built: 1890, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 55 (year 2040), Design Load: H 15, Features Intersected: S BR LITTLE WOLF RIVER, Facility Carried by Structure: LRD BIGALKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 16.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $14,000, Total Project Cost: $214,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P680095, Location: 0.1M N JCT USH 10 (Lat: 44.326656, Lng: -88.981403), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 733 (year 2019), Average Future Daily Traffic: 806 (year 2039), Design Load: HS 20, Features Intersected: WAUPACA RIVER, Facility Carried by Structure: LRD REEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P680095, Location: 0.1M N JCT USH 10 (Lat: 44.326656, Lng: -88.981403), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 733 (year 2019), Average Future Daily Traffic: 806 (year 2039), Design Load: HS 20, Features Intersected: WAUPACA RIVER, Facility Carried by Structure: LRD REEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P680103, Location: 1.4M S JCT CTH X (Lat: 44.251925, Lng: -88.989783), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 55 (year 2019), Average Future Daily Traffic: 60 (year 2039), Design Load: HS 20, Features Intersected: HATTON CREEK, Facility Carried by Structure: LRD ZABEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P680103, Location: 1.4M S JCT CTH X (Lat: 44.251925, Lng: -88.989783), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1981, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 55 (year 2019), Average Future Daily Traffic: 60 (year 2039), Design Load: HS 20, Features Intersected: HATTON CREEK, Facility Carried by Structure: LRD ZABEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P680105, Location: 0.9M E JCT CTH A (Lat: 44.279589, Lng: -89.029831), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 80 (year 2019), Average Future Daily Traffic: 88 (year 2039), Design Load: H 20, Features Intersected: WALLA WALLA CREEK, Facility Carried by Structure: LRD LIND CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P680105, Location: 0.9M E JCT CTH A (Lat: 44.279589, Lng: -89.029831), Route carried "on" structure: City street , Year Built: 1917, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 80 (year 2019), Average Future Daily Traffic: 88 (year 2039), Design Load: H 20, Features Intersected: WALLA WALLA CREEK, Facility Carried by Structure: LRD LIND CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P680106, Location: 0.1M N JCT USH 10 (Lat: 44.329464, Lng: -88.996386), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 120 (year 2019), Average Future Daily Traffic: 132 (year 2039), Design Load: H 15, Features Intersected: WAUPACA RIVER, Facility Carried by Structure: LRD HARRINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: P680106, Location: 0.1M N JCT USH 10 (Lat: 44.329464, Lng: -88.996386), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 120 (year 2019), Average Future Daily Traffic: 132 (year 2039), Design Load: H 15, Features Intersected: WAUPACA RIVER, Facility Carried by Structure: LRD HARRINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B680121, Location: AT CTH A (Lat: 44.329300, Lng: -89.041381), Route carried "under" structure: US 10, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 18,900 (year 2018), Features Intersected: USH 10, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: B680121, Location: AT CTH A (Lat: 44.329300, Lng: -89.041381), Route carried "under" structure: US 10, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 18,900 (year 2018), Features Intersected: USH 10, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)