Bridge Statistics for Le Claire, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 417ft / 127mTotal length
- 105,810Total average daily traffic
- 25,649Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Le Claire
- No street view available for this location
- New bridges - historical statistics
- 81960-1969
- 11970-1979
- 11990-1999
- 12020-2022
- Bridge Condition - Deck
- 12.5%Very good
- 25.0%Good
- 12.5%Satisfactory
- 37.5%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 12.5%Very good
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- 12.5%Poor
- 12.5%Serious
- Bridge Condition - Channel
- 12.5%Very good
- 25.0%Good
- 50.0%Satisfactory
- 12.5%Fair
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Structure Number: 7152, Location: LeClaire, IA (Lat: 41.612917, Lng: -90.357833), Route carried "on" structure: City street , Year Built: 1969, Status: Posted for load-capacity, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,220 (year 2018), Average Future Daily Traffic: 1,220 (year 2041), Design Load: H 15, Features Intersected: MCCARTY CREEK, Facility Carried by Structure: FM-TERRITORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 14.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7152, Location: LeClaire, IA (Lat: 41.612917, Lng: -90.357833), Route carried "on" structure: City street , Year Built: 1969, Status: Posted for load-capacity, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,220 (year 2018), Average Future Daily Traffic: 1,220 (year 2041), Design Load: H 15, Features Intersected: MCCARTY CREEK, Facility Carried by Structure: FM-TERRITORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 14.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7154, Location: LeClaire, IA (Lat: 41.612433, Lng: -90.351831), Route carried "on" structure: City street , Year Built: 1969, Status: Posted for load-capacity, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,220 (year 2018), Average Future Daily Traffic: 1,220 (year 2041), Design Load: H 15, Features Intersected: MCCARTY CREEK, Facility Carried by Structure: FM-TERRITORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.922, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.1 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: 9.50m (31.17ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7154, Location: LeClaire, IA (Lat: 41.612433, Lng: -90.351831), Route carried "on" structure: City street , Year Built: 1969, Status: Posted for load-capacity, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,220 (year 2018), Average Future Daily Traffic: 1,220 (year 2041), Design Load: H 15, Features Intersected: MCCARTY CREEK, Facility Carried by Structure: FM-TERRITORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.922, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 15.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.1 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: 9.50m (31.17ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47131, Location: 2.8 mi. N of Jct. I-80 (Lat: 41.614625, Lng: -90.346028), Route carried "on" structure: US 67, Year Built: 1974, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20, Features Intersected: MC CARTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.290, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 47131, Location: 2.8 mi. N of Jct. I-80 (Lat: 41.614625, Lng: -90.346028), Route carried "on" structure: US 67, Year Built: 1974, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20, Features Intersected: MC CARTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.290, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4769, Location: 2.7 MI. W OF JCT. US 67 (Lat: 41.597575, Lng: -90.416056), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.815, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 4769, Location: 2.7 MI. W OF JCT. US 67 (Lat: 41.597575, Lng: -90.416056), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 487.815, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 477, Location: 1.6 MI. W OF JCT. US 67 (Lat: 41.595422, Lng: -90.391358), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 1,400 (year 2014), Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 15, Features Intersected: I-80, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.215, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 477, Location: 1.6 MI. W OF JCT. US 67 (Lat: 41.595422, Lng: -90.391358), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 1,400 (year 2014), Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 15, Features Intersected: I-80, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.215, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4772, Location: IN LECLAIRE (Lat: 41.584344, Lng: -90.367597), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 106.31m (348.79ft), Average Daily Traffic: 31,400 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20, Features Intersected: MISSISSIPPI RIVER & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 492.480, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 106.7m (350.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 12, Length of Maximum Span: 112.8m (370.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2019, Critical Feature Inspection Date: October 2019, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4772, Location: IN LECLAIRE (Lat: 41.584344, Lng: -90.367597), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 106.31m (348.79ft), Average Daily Traffic: 31,400 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 31,400 (year 2039), Design Load: HS 20, Features Intersected: MISSISSIPPI RIVER & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 492.480, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 106.7m (350.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 12, Length of Maximum Span: 112.8m (370.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2019, Critical Feature Inspection Date: October 2019, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 302981, Location: 079E52702 (Lat: 41.620611, Lng: -90.374383), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: MC CARTY CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.921, 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: 16.2m (53.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 302981, Location: 079E52702 (Lat: 41.620611, Lng: -90.374383), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: MC CARTY CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.921, 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: 16.2m (53.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 302991, Location: 079E52706 (Lat: 41.616600, Lng: -90.358836), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 770 (year 2018), Average Future Daily Traffic: 770 (year 2040), Design Load: HL 93, Features Intersected: MCCARTY CREEK, Facility Carried by Structure: 277TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.2 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: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 302991, Location: 079E52706 (Lat: 41.616600, Lng: -90.358836), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 770 (year 2018), Average Future Daily Traffic: 770 (year 2040), Design Load: HL 93, Features Intersected: MCCARTY CREEK, Facility Carried by Structure: 277TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.2 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: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 50043, Location: LeClaire, IA (Lat: 41.582092, Lng: -90.371656), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 400 (year 2006), Average Future Daily Traffic: 400 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: CANAL SHORE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.518, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50043, Location: LeClaire, IA (Lat: 41.582092, Lng: -90.371656), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 400 (year 2006), Average Future Daily Traffic: 400 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: CANAL SHORE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.518, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 477, Location: 1.6 MI. W OF JCT. US 67 (Lat: 41.595422, Lng: -90.391358), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 29%, Features Intersected: I-80, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.879, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 477, Location: 1.6 MI. W OF JCT. US 67 (Lat: 41.595422, Lng: -90.391358), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 29%, Features Intersected: I-80, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 489.879, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 4772, Location: IN LECLAIRE (Lat: 41.584344, Lng: -90.367597), Route carried "under" structure: US 67, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 8,200 (year 2020), Truck Traffic: 7%, Features Intersected: MISSISSIPPI RIVER & RR, Facility Carried by Structure: I-80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.721, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 112.8m (370.1ft)
Structure Number: 4772, Location: IN LECLAIRE (Lat: 41.584344, Lng: -90.367597), Route carried "under" structure: US 67, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 8,200 (year 2020), Truck Traffic: 7%, Features Intersected: MISSISSIPPI RIVER & RR, Facility Carried by Structure: I-80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.721, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 112.8m (370.1ft)