Bridge Statistics for Northwood, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 128ft / 38.9mTotal length
- 10,342Total average daily traffic
- 1,365Total average daily truck traffic
- 10,342Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Northwood
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 41950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 30.0%Excellent
- 20.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Excellent
- 50.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 10.0%Excellent
- 10.0%Very good
- 30.0%Good
- 10.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 20.0%Excellent
- 20.0%Very good
- 50.0%Good
- 10.0%Satisfactory
Find on map >> Show street view
Structure Number: 8795, Location: 000000000 (Lat: 43.441472, Lng: -93.223886), Route carried "on" structure: City street , Year Built: 1959, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 152 (year 1998), Average Future Daily Traffic: 152 (year 2041), Features Intersected: SHELL ROCK RIVER, Facility Carried by Structure: 2ND AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 12.00m (39.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $62,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8795, Location: 000000000 (Lat: 43.441472, Lng: -93.223886), Route carried "on" structure: City street , Year Built: 1959, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 152 (year 1998), Average Future Daily Traffic: 152 (year 2041), Features Intersected: SHELL ROCK RIVER, Facility Carried by Structure: 2ND AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 12.00m (39.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $62,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 8801, Location: .58 m S of Central Ave (Lat: 43.435550, Lng: -93.225753), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 200 (year 2017), Average Future Daily Traffic: 200 (year 2041), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.652, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 37.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8801, Location: .58 m S of Central Ave (Lat: 43.435550, Lng: -93.225753), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 200 (year 2017), Average Future Daily Traffic: 200 (year 2041), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.652, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 37.8 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 53971, Location: 0.9 MI. N OF SR A34 (Lat: 43.398808, Lng: -93.210653), Route carried "on" structure: US 65, Year Built: 1983, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,100 (year 2041), Design Load: HS 20, Features Intersected: SHELLROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 344.581, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53971, Location: 0.9 MI. N OF SR A34 (Lat: 43.398808, Lng: -93.210653), Route carried "on" structure: US 65, Year Built: 1983, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,100 (year 2041), Design Load: HS 20, Features Intersected: SHELLROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 344.581, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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 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: 53981, Location: 1.1 MI. N JCT. SR 105 (Lat: 43.459908, Lng: -93.220961), Route carried "on" structure: US 65, Year Built: 1990, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 1,980 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 1,980 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 351.690, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 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 desirable criteria, Underclear: 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: 53981, Location: 1.1 MI. N JCT. SR 105 (Lat: 43.459908, Lng: -93.220961), Route carried "on" structure: US 65, Year Built: 1990, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 1,980 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 1,980 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 351.690, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 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 desirable criteria, Underclear: 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: 5413, Location: 100213503 (Lat: 43.444289, Lng: -93.281831), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2016, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,680 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,680 (year 2041), Design Load: H 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CO RD 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $32,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5413, Location: 100213503 (Lat: 43.444289, Lng: -93.281831), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2016, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,680 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,680 (year 2041), Design Load: H 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CO RD 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $32,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5417, Location: 100203201 (Lat: 43.444250, Lng: -93.237981), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,870 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,870 (year 2041), Design Load: H 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CO RD 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.870, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5417, Location: 100203201 (Lat: 43.444250, Lng: -93.237981), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,870 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,870 (year 2041), Design Load: H 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CO RD 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.870, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $50,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5418, Location: 000000000 (Lat: 43.444158, Lng: -93.230267), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,870 (year 2021), Average Future Daily Traffic: 1,870 (year 2041), Design Load: H 20, Features Intersected: SHELLROCK RIVER, Facility Carried by Structure: CENTRAL AVE N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.462, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5418, Location: 000000000 (Lat: 43.444158, Lng: -93.230267), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,870 (year 2021), Average Future Daily Traffic: 1,870 (year 2041), Design Load: H 20, Features Intersected: SHELLROCK RIVER, Facility Carried by Structure: CENTRAL AVE N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.462, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 35605, Location: 099200901 (Lat: 43.415086, Lng: -93.220569), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 80 (year 2041), Design Load: H 20, Features Intersected: SHELLROCK RIVER, Facility Carried by Structure: 450TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.439, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35605, Location: 099200901 (Lat: 43.415086, Lng: -93.220569), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 80 (year 2041), Design Load: H 20, Features Intersected: SHELLROCK RIVER, Facility Carried by Structure: 450TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.439, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 356431, Location: 0.7 Mi N Marks Hill Rd (Lat: 43.476100, Lng: -93.260839), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 90 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 90 (year 2041), Design Load: HL 93, Features Intersected: GOOSE CREEK, Facility Carried by Structure: MALLARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.713, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 356431, Location: 0.7 Mi N Marks Hill Rd (Lat: 43.476100, Lng: -93.260839), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 90 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 90 (year 2041), Design Load: HL 93, Features Intersected: GOOSE CREEK, Facility Carried by Structure: MALLARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.713, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Find on map >> Show street view
Structure Number: 35644, Location: 100201807 (Lat: 43.480528, Lng: -93.257406), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 100 (year 2041), Design Load: H 15, Features Intersected: SHELLROCK RIVER, Facility Carried by Structure: 495TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 15.80m (51.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35644, Location: 100201807 (Lat: 43.480528, Lng: -93.257406), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 100 (year 2041), Design Load: H 15, Features Intersected: SHELLROCK RIVER, Facility Carried by Structure: 495TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 15.80m (51.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 35647, Location: 100203102 (Lat: 43.443867, Lng: -93.260906), Route carried "on" structure: County highway , Year Built: 1973, Year Reconstructed: 2013, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 220 (year 2041), Design Load: H 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MALLARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Poor, Channel: Good, Operating Rating: 47.3 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: 36.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: November 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: 35647, Location: 100203102 (Lat: 43.443867, Lng: -93.260906), Route carried "on" structure: County highway , Year Built: 1973, Year Reconstructed: 2013, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 220 (year 2041), Design Load: H 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: MALLARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Poor, Channel: Good, Operating Rating: 47.3 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: 36.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: November 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