Bridge Statistics for Cumberland, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 318ft / 96.9mTotal length
- 57,255Total average daily traffic
- 14,928Total average daily truck traffic
- 57,255Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cumberland
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31950-1959
- 51960-1969
- 81970-1979
- 31980-1989
- 22000-2009
- 42010-2019
- Bridge Condition - Deck
- 4.3%Very good
- 21.7%Good
- 21.7%Satisfactory
- 26.1%Fair
- 26.1%Poor
- Bridge Condition - Superstructure
- 8.7%Very good
- 26.1%Good
- 34.8%Satisfactory
- 21.7%Fair
- 8.7%Poor
- Bridge Condition - Substructure
- 13.0%Very good
- 17.4%Good
- 17.4%Satisfactory
- 26.1%Fair
- 21.7%Poor
- 4.3%Serious
- Bridge Condition - Channel
- 9.1%Very good
- 13.6%Good
- 40.9%Satisfactory
- 31.8%Fair
- 4.5%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
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Structure Number: 449, Location: 000000000 (Lat: 42.957425, Lng: -91.624878), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 610 (year 2021), Average Future Daily Traffic: 610 (year 2041), Features Intersected: TURKEY RIVER, Facility Carried by Structure: CENTER ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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, Length Of Structure Improvement: 38.40m (125.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $50,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 449, Location: 000000000 (Lat: 42.957425, Lng: -91.624878), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 610 (year 2021), Average Future Daily Traffic: 610 (year 2041), Features Intersected: TURKEY RIVER, Facility Carried by Structure: CENTER ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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, Length Of Structure Improvement: 38.40m (125.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $50,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17831, Location: 1.4 mi. W of SR N-28 (Lat: 41.258806, Lng: -94.903311), Route carried "on" structure: State highway 92, Year Built: 2002, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 950 (year 2041), Design Load: HS 20, Features Intersected: SEVEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.732, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17831, Location: 1.4 mi. W of SR N-28 (Lat: 41.258806, Lng: -94.903311), Route carried "on" structure: State highway 92, Year Built: 2002, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 950 (year 2041), Design Load: HS 20, Features Intersected: SEVEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.732, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4473, Location: 1.4 MI. S OF JCT. US 6 (Lat: 41.242328, Lng: -95.905133), Route carried "on" structure: Interstate 29, Year Built: 1969, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 14,750 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 14,750 (year 2041), Design Load: HS 20, Features Intersected: NEBR AVE & UPRR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.993, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4473, Location: 1.4 MI. S OF JCT. US 6 (Lat: 41.242328, Lng: -95.905133), Route carried "on" structure: Interstate 29, Year Built: 1969, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 14,750 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 14,750 (year 2041), Design Load: HS 20, Features Intersected: NEBR AVE & UPRR SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.993, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4522, Location: 2.3 MI. W OF JCT. US 6 (Lat: 41.253586, Lng: -95.809167), Route carried "on" structure: Interstate 80, Year Built: 1968, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 13,050 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 13,050 (year 2041), Design Load: HS 20, Features Intersected: FRANKLIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 482.605, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4522, Location: 2.3 MI. W OF JCT. US 6 (Lat: 41.253586, Lng: -95.809167), Route carried "on" structure: Interstate 80, Year Built: 1968, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 13,050 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 13,050 (year 2041), Design Load: HS 20, Features Intersected: FRANKLIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 482.605, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4523, Location: 1.6 mi. W of Jct. U.S. 6 (Lat: 41.260664, Lng: -95.803142), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 13,050 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 13,050 (year 2041), Design Load: HS 20, Features Intersected: MCPHERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.744, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4523, Location: 1.6 mi. W of Jct. U.S. 6 (Lat: 41.260664, Lng: -95.803142), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 13,050 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 13,050 (year 2041), Design Load: HS 20, Features Intersected: MCPHERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.744, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4524, Location: 1.6 mi. W of Jct. U.S. 6 (Lat: 41.261208, Lng: -95.803031), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 13,050 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 13,050 (year 2041), Design Load: HS 20, Features Intersected: MCPHERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 481.614, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4524, Location: 1.6 mi. W of Jct. U.S. 6 (Lat: 41.261208, Lng: -95.803031), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 13,050 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 13,050 (year 2041), Design Load: HS 20, Features Intersected: MCPHERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 481.614, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 96851, Location: 074350302 (Lat: 41.234661, Lng: -94.872758), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 190 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 190 (year 2039), Design Load: HL 93, Features Intersected: WHISTLERS BRANCH, Facility Carried by Structure: N28 690TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.462, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 36 months, Inspection Date: March 2019
Structure Number: 96851, Location: 074350302 (Lat: 41.234661, Lng: -94.872758), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 190 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 190 (year 2039), Design Load: HL 93, Features Intersected: WHISTLERS BRANCH, Facility Carried by Structure: N28 690TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.462, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 36 months, Inspection Date: March 2019
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Structure Number: 96901, Location: 074350901 (Lat: 41.230567, Lng: -94.877492), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 60 (year 2016), Average Future Daily Traffic: 60 (year 2041), Design Load: HL 93, Features Intersected: BR W NODAWAY RIVER, Facility Carried by Structure: G53 TUCSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.167, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), 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: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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 36 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 96901, Location: 074350901 (Lat: 41.230567, Lng: -94.877492), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 60 (year 2016), Average Future Daily Traffic: 60 (year 2041), Design Load: HL 93, Features Intersected: BR W NODAWAY RIVER, Facility Carried by Structure: G53 TUCSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.167, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), 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: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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 36 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 96941, Location: 074351601 (Lat: 41.216764, Lng: -94.890217), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5 (year 2012), Average Future Daily Traffic: 5 (year 2040), Design Load: H 20, Features Intersected: WHISTLERS BRANCH, Facility Carried by Structure: LOCAL - UPLAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 96941, Location: 074351601 (Lat: 41.216764, Lng: -94.890217), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5 (year 2012), Average Future Daily Traffic: 5 (year 2040), Design Load: H 20, Features Intersected: WHISTLERS BRANCH, Facility Carried by Structure: LOCAL - UPLAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9803, Location: 075350102 (Lat: 41.316697, Lng: -94.834664), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 15 (year 2040), Features Intersected: WATERWAY, Facility Carried by Structure: FM - 710TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.569, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 12.00m (39.37ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9803, Location: 075350102 (Lat: 41.316697, Lng: -94.834664), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 15 (year 2040), Features Intersected: WATERWAY, Facility Carried by Structure: FM - 710TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.569, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 27.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 12.00m (39.37ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 98081, Location: 075350502 (Lat: 41.317286, Lng: -94.910875), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 20 (year 2012), Truck Traffic: 40%, Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: LONE TREE BRANCH, Facility Carried by Structure: LOCAL - 670TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 98081, Location: 075350502 (Lat: 41.317286, Lng: -94.910875), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 20 (year 2012), Truck Traffic: 40%, Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: LONE TREE BRANCH, Facility Carried by Structure: LOCAL - 670TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 98171, Location: 075351101 (Lat: 41.316681, Lng: -94.843269), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 25 (year 2040), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOCAL/NEWPORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.900, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 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: Fair, Channel: Fair, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 98171, Location: 075351101 (Lat: 41.316681, Lng: -94.843269), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 25 (year 2040), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOCAL/NEWPORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.900, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 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: Fair, Channel: Fair, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 98191, Location: 075351104 (Lat: 41.312269, Lng: -94.853919), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5 (year 2012), Average Future Daily Traffic: 5 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: 700TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 98191, Location: 075351104 (Lat: 41.312269, Lng: -94.853919), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 5 (year 2012), Average Future Daily Traffic: 5 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: 700TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 982, Location: 075351203 (Lat: 41.316328, Lng: -94.830583), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 25 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: LOCAL/NEWPORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.967, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 982, Location: 075351203 (Lat: 41.316328, Lng: -94.830583), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 25 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: LOCAL/NEWPORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.967, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 98221, Location: 075351501 (Lat: 41.302103, Lng: -94.869600), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 140 (year 2040), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: FM - OXFORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.690, Lanes on structure: 2, Owner: County 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: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 98221, Location: 075351501 (Lat: 41.302103, Lng: -94.869600), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 140 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 140 (year 2040), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: FM - OXFORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.690, Lanes on structure: 2, Owner: County 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: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 98231, Location: 075351502 (Lat: 41.293594, Lng: -94.873014), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 470 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 470 (year 2040), Features Intersected: SEVENMILE CREEK, Facility Carried by Structure: FM - 690TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.733, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.40m (50.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $346,000, Roadway Improvement Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 98231, Location: 075351502 (Lat: 41.293594, Lng: -94.873014), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 470 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 470 (year 2040), Features Intersected: SEVENMILE CREEK, Facility Carried by Structure: FM - 690TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.733, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.8 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.40m (50.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $346,000, Roadway Improvement Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 98271, Location: 075352102 (Lat: 41.284856, Lng: -94.891892), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 15 (year 2012), Average Future Daily Traffic: 15 (year 2040), Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOCAL - 680TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.408, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 18.80m (61.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 98271, Location: 075352102 (Lat: 41.284856, Lng: -94.891892), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 15 (year 2012), Average Future Daily Traffic: 15 (year 2040), Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOCAL - 680TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.408, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 18.80m (61.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9828, Location: 075352302 (Lat: 41.273906, Lng: -94.853761), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 45 (year 2012), Average Future Daily Traffic: 45 (year 2041), Features Intersected: WATERWAY, Facility Carried by Structure: LOCAL - 700TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.997, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 9828, Location: 075352302 (Lat: 41.273906, Lng: -94.853761), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 45 (year 2012), Average Future Daily Traffic: 45 (year 2041), Features Intersected: WATERWAY, Facility Carried by Structure: LOCAL - 700TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.997, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 9831, Location: 075352502 (Lat: 41.269578, Lng: -94.834542), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load-capacity, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10 (year 2012), Average Future Daily Traffic: 10 (year 2041), Features Intersected: WATERWAY, Facility Carried by Structure: LOCAL - 710TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.337, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 9831, Location: 075352502 (Lat: 41.269578, Lng: -94.834542), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load-capacity, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10 (year 2012), Average Future Daily Traffic: 10 (year 2041), Features Intersected: WATERWAY, Facility Carried by Structure: LOCAL - 710TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.337, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 98341, Location: 075352804 (Lat: 41.263936, Lng: -94.891831), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 10 (year 2012), Average Future Daily Traffic: 10 (year 2040), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: LOCAL - 680TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.086, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.8 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 minimum criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 98341, Location: 075352804 (Lat: 41.263936, Lng: -94.891831), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 10 (year 2012), Average Future Daily Traffic: 10 (year 2040), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: LOCAL - 680TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.086, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.8 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 minimum criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 98371, Location: 075352901 (Lat: 41.273256, Lng: -94.900497), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 30 (year 2012), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: SEVENMILE CREEK, Facility Carried by Structure: LOCAL - QUINCY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.910, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 98371, Location: 075352901 (Lat: 41.273256, Lng: -94.900497), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 30 (year 2012), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: SEVENMILE CREEK, Facility Carried by Structure: LOCAL - QUINCY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.910, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 98381, Location: 075352903 (Lat: 41.266017, Lng: -94.900003), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load-capacity, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 25 (year 2040), Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOCAL - QUEBEC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.6 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: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 14.00m (45.93ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $34,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 98381, Location: 075352903 (Lat: 41.266017, Lng: -94.900003), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load-capacity, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 25 (year 2040), Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOCAL - QUEBEC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 22.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.6 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: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 14.00m (45.93ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $34,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 98391, Location: 075353102 (Lat: 41.247175, Lng: -94.927175), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 90 (year 2016), Average Future Daily Traffic: 90 (year 2040), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: FM - 660TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.854, 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: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: Better than present minimum criteria, Length Of Structure Improvement: 16.50m (54.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 98391, Location: 075353102 (Lat: 41.247175, Lng: -94.927175), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 90 (year 2016), Average Future Daily Traffic: 90 (year 2040), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: FM - 660TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.854, 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: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: Better than present minimum criteria, Length Of Structure Improvement: 16.50m (54.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 98401, Location: 075353202 (Lat: 41.251800, Lng: -94.910875), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 15 (year 2012), Average Future Daily Traffic: 15 (year 2040), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOCAL - 670TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.731, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 16.50m (54.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 98401, Location: 075353202 (Lat: 41.251800, Lng: -94.910875), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 15 (year 2012), Average Future Daily Traffic: 15 (year 2040), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LOCAL - 670TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.731, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 16.50m (54.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 366215, Location: 075352701 (Lat: 41.273125, Lng: -94.861558), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 90 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: WATERWAY, Facility Carried by Structure: QUINCY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.263, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 366215, Location: 075352701 (Lat: 41.273125, Lng: -94.861558), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 90 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: WATERWAY, Facility Carried by Structure: QUINCY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.263, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 501091, Location: 075352702 (Lat: 41.269069, Lng: -94.872886), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 510 (year 2016), Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.351, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 501091, Location: 075352702 (Lat: 41.269069, Lng: -94.872886), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 510 (year 2016), Average Future Daily Traffic: 510 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.351, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000