Bridge Statistics for Plymouth, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 121ft / 37.4mTotal length
- 7,955Total average daily traffic
- 818Total average daily truck traffic
- 7,955Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Plymouth
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 21950-1959
- 21960-1969
- 21970-1979
- 11980-1989
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 30.8%Very good
- 23.1%Good
- 23.1%Satisfactory
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Superstructure
- 30.8%Very good
- 23.1%Good
- 15.4%Satisfactory
- 23.1%Fair
- 7.7%Serious
- Bridge Condition - Substructure
- 30.8%Very good
- 15.4%Good
- 23.1%Satisfactory
- 23.1%Fair
- 7.7%Serious
- Bridge Condition - Channel
- 7.1%Excellent
- 42.9%Very good
- 42.9%Good
- 7.1%Satisfactory
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Structure Number: 957, Location: 000000000 (Lat: 43.245533, Lng: -93.124125), Route carried "on" structure: City street , Year Built: 1900, Status: Closed, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 190 (year 2009), Average Future Daily Traffic: 190 (year 2038), Features Intersected: BEAVER CREEK, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 957, Location: 000000000 (Lat: 43.245533, Lng: -93.124125), Route carried "on" structure: City street , Year Built: 1900, Status: Closed, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 190 (year 2009), Average Future Daily Traffic: 190 (year 2038), Features Intersected: BEAVER CREEK, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 958, Location: 000000000 (Lat: 43.241244, Lng: -93.123311), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,950 (year 2021), Average Future Daily Traffic: 1,950 (year 2040), Design Load: H 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: BROAD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.60m (51.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $88,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 958, Location: 000000000 (Lat: 43.241244, Lng: -93.123311), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,950 (year 2021), Average Future Daily Traffic: 1,950 (year 2040), Design Load: H 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: BROAD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.60m (51.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $88,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1915, Location: 000000000 (Lat: 43.242750, Lng: -93.124589), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 580 (year 2021), Average Future Daily Traffic: 580 (year 2040), Design Load: H 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: B-15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.285, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 26.40m (86.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $148,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1915, Location: 000000000 (Lat: 43.242750, Lng: -93.124589), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 580 (year 2021), Average Future Daily Traffic: 580 (year 2040), Design Load: H 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: B-15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.285, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 26.40m (86.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $148,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5408, Location: 0.1 mi. E of W Jct. S56 (Lat: 43.284272, Lng: -93.124056), Route carried "on" structure: State highway 9, Year Built: 1921, Year Reconstructed: 1959, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,180 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,180 (year 2040), Design Load: H 20, Features Intersected: SHELL ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 295.051, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 5408, Location: 0.1 mi. E of W Jct. S56 (Lat: 43.284272, Lng: -93.124056), Route carried "on" structure: State highway 9, Year Built: 1921, Year Reconstructed: 1959, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,180 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,180 (year 2040), Design Load: H 20, Features Intersected: SHELL ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 295.051, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 54091, Location: 4.9 MI. E OF JCT. US 65 (Lat: 43.284186, Lng: -93.114300), Route carried "on" structure: State highway 9, Year Built: 1975, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 2,180 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,180 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 295.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 54091, Location: 4.9 MI. E OF JCT. US 65 (Lat: 43.284186, Lng: -93.114300), Route carried "on" structure: State highway 9, Year Built: 1975, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 2,180 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,180 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 295.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 10643, Location: 097190302 (Lat: 43.253244, Lng: -93.083619), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 330 (year 2040), Design Load: H 20, Features Intersected: ROCK FALLS CREEK, Facility Carried by Structure: VINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10643, Location: 097190302 (Lat: 43.253244, Lng: -93.083619), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 330 (year 2040), Design Load: H 20, Features Intersected: ROCK FALLS CREEK, Facility Carried by Structure: VINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106461, Location: 097190401 (Lat: 43.255269, Lng: -93.087914), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: 340TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.727, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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 24 months, Inspection Date: January 2020
Structure Number: 106461, Location: 097190401 (Lat: 43.255269, Lng: -93.087914), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: 340TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.727, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 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 24 months, Inspection Date: January 2020
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Structure Number: 106471, Location: 000000000 (Lat: 43.255136, Lng: -93.121850), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 25 or greater, Features Intersected: SHELL ROCK RIVER, Facility Carried by Structure: 340TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.972, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 106471, Location: 000000000 (Lat: 43.255136, Lng: -93.121850), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 25 or greater, Features Intersected: SHELL ROCK RIVER, Facility Carried by Structure: 340TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.972, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 106481, Location: 0.4 Mi N of B15 (Lat: 43.246714, Lng: -93.141556), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 80 (year 2040), Design Load: HL 93, Features Intersected: ROSE CREEK, Facility Carried by Structure: SPRUCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.0 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: 36.3 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: 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 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 106481, Location: 0.4 Mi N of B15 (Lat: 43.246714, Lng: -93.141556), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.48m (11.42ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 80 (year 2040), Design Load: HL 93, Features Intersected: ROSE CREEK, Facility Carried by Structure: SPRUCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.0 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: 36.3 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: 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 24 months, Inspection Date: January 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: 106491, Location: 097190803 (Lat: 43.241908, Lng: -93.116422), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 200 (year 2021), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: SHELL ROCK RIVER, Facility Carried by Structure: 330TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.516, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 106491, Location: 097190803 (Lat: 43.241908, Lng: -93.116422), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 200 (year 2021), Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: SHELL ROCK RIVER, Facility Carried by Structure: 330TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.516, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 106501, Location: 097190901 (Lat: 43.241814, Lng: -93.093886), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: ROCK FALLS CREEK, Facility Carried by Structure: 330 TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.348, Lanes on structure: 2, Owner: County 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: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 106501, Location: 097190901 (Lat: 43.241814, Lng: -93.093886), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: ROCK FALLS CREEK, Facility Carried by Structure: 330 TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.348, Lanes on structure: 2, Owner: County 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: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 106621, Location: 097200101 (Lat: 43.255114, Lng: -93.144900), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: ROSE CREEK, Facility Carried by Structure: 340TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 106621, Location: 097200101 (Lat: 43.255114, Lng: -93.144900), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: ROSE CREEK, Facility Carried by Structure: 340TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 35551, Location: 098192003 (Lat: 43.295061, Lng: -93.110794), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 25 (year 2041), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: 367TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35551, Location: 098192003 (Lat: 43.295061, Lng: -93.110794), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 25 (year 2041), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: 367TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35574, Location: 098203602 (Lat: 43.255228, Lng: -93.161353), Route carried "on" structure: County highway , Year Built: 1928, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: 340TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35574, Location: 098203602 (Lat: 43.255228, Lng: -93.161353), Route carried "on" structure: County highway , Year Built: 1928, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: 340TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete