Bridge Statistics for Raymond, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 325ft / 99.5mTotal length
- 115,815Total average daily traffic
- 22,402Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Raymond
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 31950-1959
- 31960-1969
- 21970-1979
- 161980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 11950-1959
- Bridge Condition - Deck
- 5.3%Excellent
- 5.3%Very good
- 42.1%Good
- 26.3%Satisfactory
- 10.5%Fair
- 10.5%Poor
- Bridge Condition - Superstructure
- 5.3%Excellent
- 26.3%Very good
- 52.6%Good
- 5.3%Satisfactory
- 10.5%Fair
- Bridge Condition - Substructure
- 5.3%Excellent
- 10.5%Very good
- 42.1%Good
- 21.1%Satisfactory
- 10.5%Fair
- 5.3%Poor
- 5.3%Serious
- Bridge Condition - Channel
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
- 16.7%Poor
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Structure Number: 9981, Location: 100453302 (Lat: 43.434081, Lng: -96.175447), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 700 (year 2019), Average Future Daily Traffic: 700 (year 2040), Design Load: HL 93, Features Intersected: MOON CREEK, Facility Carried by Structure: N UNION STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.243, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9981, Location: 100453302 (Lat: 43.434081, Lng: -96.175447), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 700 (year 2019), Average Future Daily Traffic: 700 (year 2040), Design Load: HL 93, Features Intersected: MOON CREEK, Facility Carried by Structure: N UNION STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.243, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 1358, Location: 4.0 MI. N OF JCT. 18 (Lat: 43.141106, Lng: -91.570586), Route carried "on" structure: State highway 51, Year Built: 1967, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 3,040 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,040 (year 2041), Design Load: HS 20, Features Intersected: YELLOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.389, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1358, Location: 4.0 MI. N OF JCT. 18 (Lat: 43.141106, Lng: -91.570586), Route carried "on" structure: State highway 51, Year Built: 1967, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 3,040 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,040 (year 2041), Design Load: HS 20, Features Intersected: YELLOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.389, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1466, Location: 88-12-02-03-10 (Lat: 42.468792, Lng: -92.206086), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,560 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,560 (year 2040), Design Load: H 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: DUBUQUE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 1466, Location: 88-12-02-03-10 (Lat: 42.468792, Lng: -92.206086), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,560 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,560 (year 2040), Design Load: H 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: DUBUQUE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 1467, Location: 88-11-06-03-10 (Lat: 42.468558, Lng: -92.165436), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,560 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,560 (year 2041), Design Load: H 20, Features Intersected: TRIB TO INDIAN CREEK, Facility Carried by Structure: DUBUQUE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.969, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000
Structure Number: 1467, Location: 88-11-06-03-10 (Lat: 42.468558, Lng: -92.165436), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,560 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,560 (year 2041), Design Load: H 20, Features Intersected: TRIB TO INDIAN CREEK, Facility Carried by Structure: DUBUQUE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.969, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000
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Structure Number: 1512, Location: 1.9 Mi. E OF Jct. SR V49 (Lat: 42.497725, Lng: -92.182072), Route carried "on" structure: State highway 281, Year Built: 1951, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: H 20, Features Intersected: POYNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1512, Location: 1.9 Mi. E OF Jct. SR V49 (Lat: 42.497725, Lng: -92.182072), Route carried "on" structure: State highway 281, Year Built: 1951, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: H 20, Features Intersected: POYNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.0 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 7478, Location: 88-11-08-01-10 (Lat: 42.457014, Lng: -92.161594), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 30 (year 2041), Features Intersected: TRIB TO INDIAN CREEK, Facility Carried by Structure: YOUNG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.827, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 7478, Location: 88-11-08-01-10 (Lat: 42.457014, Lng: -92.161594), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 30 (year 2041), Features Intersected: TRIB TO INDIAN CREEK, Facility Carried by Structure: YOUNG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.827, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 74801, Location: 88-11-08-04-10 (Lat: 42.454697, Lng: -92.160242), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,820 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,820 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO INDIAN CREEK, Facility Carried by Structure: S CANFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.082, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 74801, Location: 88-11-08-04-10 (Lat: 42.454697, Lng: -92.160242), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,820 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,820 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO INDIAN CREEK, Facility Carried by Structure: S CANFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.082, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: 75031, Location: 88-12-10-05-10 (Lat: 42.457253, Lng: -92.222858), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 150 (year 2017), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: YOUNG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.788, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 29.2 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: 26.9 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 75031, Location: 88-12-10-05-10 (Lat: 42.457253, Lng: -92.222858), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 150 (year 2017), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: YOUNG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.788, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 29.2 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: 26.9 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 75571, Location: 89-11-20-02-10 (Lat: 42.506267, Lng: -92.180344), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2040), Design Load: H 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: N PILOT GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 75571, Location: 89-11-20-02-10 (Lat: 42.506267, Lng: -92.180344), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2040), Design Load: H 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: N PILOT GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7562, Location: 89-11-31-01-10 (Lat: 42.483222, Lng: -92.191483), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 60 (year 2017), Truck Traffic: 28%, Average Future Daily Traffic: 60 (year 2040), Features Intersected: POYNER CREEK, Facility Carried by Structure: OSAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7562, Location: 89-11-31-01-10 (Lat: 42.483222, Lng: -92.191483), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 60 (year 2017), Truck Traffic: 28%, Average Future Daily Traffic: 60 (year 2040), Features Intersected: POYNER CREEK, Facility Carried by Structure: OSAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75631, Location: 89-11-31-02-10 (Lat: 42.473175, Lng: -92.199703), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 70 (year 2040), Features Intersected: POYNER CREEK, Facility Carried by Structure: S ORDWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.281, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 75631, Location: 89-11-31-02-10 (Lat: 42.473175, Lng: -92.199703), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 70 (year 2040), Features Intersected: POYNER CREEK, Facility Carried by Structure: S ORDWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.281, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 75641, Location: 89-11-32-01-10 (Lat: 42.483056, Lng: -92.168694), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 90 (year 2017), Average Future Daily Traffic: 90 (year 2038), Design Load: HS 20, Features Intersected: TRIB TO INDIAN CREEK, Facility Carried by Structure: OSAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.203, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 75641, Location: 89-11-32-01-10 (Lat: 42.483056, Lng: -92.168694), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 90 (year 2017), Average Future Daily Traffic: 90 (year 2038), Design Load: HS 20, Features Intersected: TRIB TO INDIAN CREEK, Facility Carried by Structure: OSAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.203, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7582, Location: 89-12-34-01-10 (Lat: 42.483544, Lng: -92.250267), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load-capacity, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 480 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 480 (year 2040), Design Load: H 15, Features Intersected: ELK RUN CREEK, Facility Carried by Structure: OSAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.498, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 20.00m (65.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7582, Location: 89-12-34-01-10 (Lat: 42.483544, Lng: -92.250267), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load-capacity, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 480 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 480 (year 2040), Design Load: H 15, Features Intersected: ELK RUN CREEK, Facility Carried by Structure: OSAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.498, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 20.00m (65.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10257, Location: 080012902 (Lat: 41.709014, Lng: -90.995853), Route carried "on" structure: County highway , Year Built: 1915, Year Reconstructed: 1941, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 25 (year 2041), Features Intersected: SUGAR CREEK, Facility Carried by Structure: TAYLOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.394, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.8 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: > 39.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $16,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 10257, Location: 080012902 (Lat: 41.709014, Lng: -90.995853), Route carried "on" structure: County highway , Year Built: 1915, Year Reconstructed: 1941, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 25 (year 2041), Features Intersected: SUGAR CREEK, Facility Carried by Structure: TAYLOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.394, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.8 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: > 39.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $16,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 10258, Location: 080013001 (Lat: 41.713642, Lng: -91.011692), Route carried "on" structure: County highway , Year Built: 1914, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2041), Features Intersected: EAST SUGAR CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.138, 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, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.7 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10258, Location: 080013001 (Lat: 41.713642, Lng: -91.011692), Route carried "on" structure: County highway , Year Built: 1914, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2041), Features Intersected: EAST SUGAR CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.138, 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, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.7 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 60493, Location: AT EAST JCT. I-380 (Lat: 42.449600, Lng: -92.191072), Route carried "on" structure: US 20, Year Built: 1980, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 5,850 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,850 (year 2041), Design Load: HS 20, Features Intersected: NB/WB RAMP I-380
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 130.975, 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: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60493, Location: AT EAST JCT. I-380 (Lat: 42.449600, Lng: -92.191072), Route carried "on" structure: US 20, Year Built: 1980, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 5,850 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,850 (year 2041), Design Load: HS 20, Features Intersected: NB/WB RAMP I-380
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 130.975, 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: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 604935, Location: AT E JCT. I-380 (Lat: 42.449319, Lng: -92.192086), Route carried "on" structure: US 20, Year Built: 1980, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 5,850 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,850 (year 2041), Design Load: HS 20, Features Intersected: NB/WB RAMP I-380
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 352.129, 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: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underclear: Better than 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 604935, Location: AT E JCT. I-380 (Lat: 42.449319, Lng: -92.192086), Route carried "on" structure: US 20, Year Built: 1980, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 5,850 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,850 (year 2041), Design Load: HS 20, Features Intersected: NB/WB RAMP I-380
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 352.129, 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: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underclear: Better than 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 60494, Location: AT EAST JCT. I-380 (Lat: 42.449889, Lng: -92.190889), Route carried "on" structure: Interstate 380, Year Built: 1980, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 90 (year 2041), Design Load: HS 20, Features Intersected: I-380 & 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.742, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60494, Location: AT EAST JCT. I-380 (Lat: 42.449889, Lng: -92.190889), Route carried "on" structure: Interstate 380, Year Built: 1980, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 90 (year 2041), Design Load: HS 20, Features Intersected: I-380 & 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.742, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 604945, Location: AT JCT. S.R. V49 (Lat: 42.449019, Lng: -92.219514), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 3,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,900 (year 2041), Design Load: HS 20, Features Intersected: I-380, Facility Carried by Structure: V49(RAYMOND RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 604945, Location: AT JCT. S.R. V49 (Lat: 42.449019, Lng: -92.219514), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 3,900 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,900 (year 2041), Design Load: HS 20, Features Intersected: I-380, Facility Carried by Structure: V49(RAYMOND RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 60495, Location: At Jct. SR V51 (Lat: 42.449622, Lng: -92.161842), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,780 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,780 (year 2042), Design Load: HS 20, Features Intersected: U.S. 20, Facility Carried by Structure: SR V51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.480, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60495, Location: At Jct. SR V51 (Lat: 42.449622, Lng: -92.161842), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,780 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,780 (year 2042), Design Load: HS 20, Features Intersected: U.S. 20, Facility Carried by Structure: SR V51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.480, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 604955, Location: 1.9 mi. E of E Jct. I-380 (Lat: 42.449931, Lng: -92.154956), Route carried "on" structure: US 20, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 9,500 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 355.184, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 604955, Location: 1.9 mi. E of E Jct. I-380 (Lat: 42.449931, Lng: -92.154956), Route carried "on" structure: US 20, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 9,500 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 355.184, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 6052, Location: AT JCT. S.R. V49 (Lat: 42.450381, Lng: -92.222817), Route carried "on" structure: Ramp Interstate 380, Year Built: 1983, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 990 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 990 (year 2041), Design Load: HS 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: NW RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6052, Location: AT JCT. S.R. V49 (Lat: 42.450381, Lng: -92.222817), Route carried "on" structure: Ramp Interstate 380, Year Built: 1983, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 990 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 990 (year 2041), Design Load: HS 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: NW RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 605225, Location: 0.2 mi. N of Jct. SR V49 (Lat: 42.449894, Lng: -92.222481), Route carried "on" structure: Interstate 380, Year Built: 1983, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 11,650 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 11,650 (year 2041), Design Load: HS 20, Features Intersected: POYNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.261, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: 605225, Location: 0.2 mi. N of Jct. SR V49 (Lat: 42.449894, Lng: -92.222481), Route carried "on" structure: Interstate 380, Year Built: 1983, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 11,650 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 11,650 (year 2041), Design Load: HS 20, Features Intersected: POYNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.261, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: 60523, Location: 0.2 MI. N OF JCT. SR V49 (Lat: 42.449697, Lng: -92.223125), Route carried "on" structure: Interstate 380, Year Built: 1983, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 11,650 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 11,650 (year 2041), Design Load: HS 20, Features Intersected: POYNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60523, Location: 0.2 MI. N OF JCT. SR V49 (Lat: 42.449697, Lng: -92.223125), Route carried "on" structure: Interstate 380, Year Built: 1983, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 11,650 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 11,650 (year 2041), Design Load: HS 20, Features Intersected: POYNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 605235, Location: 0.2 MI. N OF JCT. V49 (Lat: 42.449328, Lng: -92.223172), Route carried "on" structure: Ramp Interstate 380, Year Built: 1983, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 990 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 990 (year 2041), Design Load: HS 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: S TO W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 605235, Location: 0.2 MI. N OF JCT. V49 (Lat: 42.449328, Lng: -92.223172), Route carried "on" structure: Ramp Interstate 380, Year Built: 1983, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 990 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 990 (year 2041), Design Load: HS 20, Features Intersected: POYNER CREEK, Facility Carried by Structure: S TO W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 60493, Location: AT EAST JCT. I-380 (Lat: 42.449600, Lng: -92.191072), Route carried "under" structure: Interstate 380, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 29%, Features Intersected: NB/WB RAMP I-380, Facility Carried by Structure: US 20 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.649, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 60493, Location: AT EAST JCT. I-380 (Lat: 42.449600, Lng: -92.191072), Route carried "under" structure: Interstate 380, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 29%, Features Intersected: NB/WB RAMP I-380, Facility Carried by Structure: US 20 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.649, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 604935, Location: AT E JCT. I-380 (Lat: 42.449319, Lng: -92.192086), Route carried "under" structure: Interstate 380, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 29%, Features Intersected: NB/WB RAMP I-380, Facility Carried by Structure: US 20 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.612, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 604935, Location: AT E JCT. I-380 (Lat: 42.449319, Lng: -92.192086), Route carried "under" structure: Interstate 380, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 29%, Features Intersected: NB/WB RAMP I-380, Facility Carried by Structure: US 20 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.612, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 60494, Location: AT EAST JCT. I-380 (Lat: 42.449889, Lng: -92.190889), Route carried "under" structure: US 20, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2020), Truck Traffic: 16%, Features Intersected: I-380 & 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 352.149, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 60494, Location: AT EAST JCT. I-380 (Lat: 42.449889, Lng: -92.190889), Route carried "under" structure: US 20, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 11,700 (year 2020), Truck Traffic: 16%, Features Intersected: I-380 & 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 352.149, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 604945, Location: AT JCT. S.R. V49 (Lat: 42.449019, Lng: -92.219514), Route carried "under" structure: Interstate 380, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 23,300 (year 2020), Truck Traffic: 24%, Features Intersected: I-380, Facility Carried by Structure: V49(RAYMOND RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.004, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 604945, Location: AT JCT. S.R. V49 (Lat: 42.449019, Lng: -92.219514), Route carried "under" structure: Interstate 380, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 23,300 (year 2020), Truck Traffic: 24%, Features Intersected: I-380, Facility Carried by Structure: V49(RAYMOND RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.004, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 60495, Location: At Jct. SR V51 (Lat: 42.449622, Lng: -92.161842), Route carried "under" structure: US 20, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 18%, Features Intersected: U.S. 20, Facility Carried by Structure: SR V51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.614, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 60495, Location: At Jct. SR V51 (Lat: 42.449622, Lng: -92.161842), Route carried "under" structure: US 20, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 18%, Features Intersected: U.S. 20, Facility Carried by Structure: SR V51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.614, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)