Bridge Statistics for Ellsworth, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 125ft / 37.8mTotal length
- 82,675Total average daily traffic
- 22,403Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ellsworth
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 31950-1959
- 81960-1969
- 11970-1979
- Bridge Condition - Deck
- 22.2%Good
- 22.2%Satisfactory
- 44.4%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 11.1%Very good
- 33.3%Satisfactory
- 55.6%Fair
- Bridge Condition - Substructure
- 22.2%Good
- 44.4%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 22.2%Good
- 44.4%Satisfactory
- 22.2%Fair
- Bridge Condition - Culverts
- 66.7%Satisfactory
- 33.3%Poor
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Structure Number: 26541, Location: 1.0 MILE WEST OF JCT I-35 (Lat: 42.310478, Lng: -93.589986), Route carried "on" structure: State highway 175, Year Built: 1979, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,630 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,630 (year 2041), Design Load: HS 20, Features Intersected: S SKUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26541, Location: 1.0 MILE WEST OF JCT I-35 (Lat: 42.310478, Lng: -93.589986), Route carried "on" structure: State highway 175, Year Built: 1979, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 1,630 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,630 (year 2041), Design Load: HS 20, Features Intersected: S SKUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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: March 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: 2657, Location: 1.7 MILES E OF JCT I-35 (Lat: 42.310506, Lng: -93.535344), Route carried "on" structure: State highway 175, Year Built: 1937, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,830 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,830 (year 2040), Design Load: H 20, Features Intersected: LONG DICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.753, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 2657, Location: 1.7 MILES E OF JCT I-35 (Lat: 42.310506, Lng: -93.535344), Route carried "on" structure: State highway 175, Year Built: 1937, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,830 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 1,830 (year 2040), Design Load: H 20, Features Intersected: LONG DICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 259.753, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 2668, Location: 2.0 MI. S OF JCT. IA 175 (Lat: 42.281847, Lng: -93.570778), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 70 (year 2041), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: SR 350TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.833, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2668, Location: 2.0 MI. S OF JCT. IA 175 (Lat: 42.281847, Lng: -93.570778), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 70 (year 2041), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: SR 350TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.833, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2669, Location: AT JUNCTION WITH IA 175 (Lat: 42.310031, Lng: -93.569256), Route carried "on" structure: Interstate 35, Year Built: 1966, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 9,750 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 9,750 (year 2042), Design Load: HS 20, Features Intersected: IA 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.919, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 2669, Location: AT JUNCTION WITH IA 175 (Lat: 42.310031, Lng: -93.569256), Route carried "on" structure: Interstate 35, Year Built: 1966, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 9,750 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 9,750 (year 2042), Design Load: HS 20, Features Intersected: IA 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.919, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 11.9m (39.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 2671, Location: 3.0 MILES N OF JCT IA 175 (Lat: 42.354064, Lng: -93.570575), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 100 (year 2042), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: SR D-47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.997, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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
Structure Number: 2671, Location: 3.0 MILES N OF JCT IA 175 (Lat: 42.354064, Lng: -93.570575), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 100 (year 2042), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: SR D-47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.997, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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
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Structure Number: 17065, Location: 086230602 (Lat: 42.288947, Lng: -93.581433), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 480 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2041), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: FAS 3556
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000
Structure Number: 17065, Location: 086230602 (Lat: 42.288947, Lng: -93.581433), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 480 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2041), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: FAS 3556
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000
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Structure Number: 17066, Location: 086230901 (Lat: 42.281792, Lng: -93.523386), Route carried "on" structure: County highway , Year Built: 1924, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 30 (year 2041), Features Intersected: LONG DICK CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.741, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17066, Location: 086230901 (Lat: 42.281792, Lng: -93.523386), Route carried "on" structure: County highway , Year Built: 1924, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 30 (year 2041), Features Intersected: LONG DICK CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.741, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17068, Location: 086231601 (Lat: 42.267333, Lng: -93.537900), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 15 (year 2019), Average Future Daily Traffic: 15 (year 2041), Design Load: H 15, Features Intersected: LONG DICK CR, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17068, Location: 086231601 (Lat: 42.267333, Lng: -93.537900), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 15 (year 2019), Average Future Daily Traffic: 15 (year 2041), Design Load: H 15, Features Intersected: LONG DICK CR, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17084, Location: 086241202 (Lat: 42.280989, Lng: -93.600994), Route carried "on" structure: County highway , Year Built: 1921, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.234, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 17084, Location: 086241202 (Lat: 42.280989, Lng: -93.600994), Route carried "on" structure: County highway , Year Built: 1921, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.234, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 17136, Location: 087242405 (Lat: 42.330644, Lng: -93.587022), Route carried "on" structure: County highway , Year Built: 1952, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 90 (year 2019), Average Future Daily Traffic: 90 (year 2041), Design Load: H 15, Features Intersected: SKUNK RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.321, 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: 1, Length of Maximum Span: 15.5m (50.9ft), 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: 23.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17136, Location: 087242405 (Lat: 42.330644, Lng: -93.587022), Route carried "on" structure: County highway , Year Built: 1952, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 90 (year 2019), Average Future Daily Traffic: 90 (year 2041), Design Load: H 15, Features Intersected: SKUNK RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.321, 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: 1, Length of Maximum Span: 15.5m (50.9ft), 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: 23.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17138, Location: 087243606 (Lat: 42.302431, Lng: -93.600703), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 100 (year 2041), Design Load: H 15, Features Intersected: SKUNK RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.621, 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: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17138, Location: 087243606 (Lat: 42.302431, Lng: -93.600703), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 100 (year 2041), Design Load: H 15, Features Intersected: SKUNK RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.621, 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: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 60487, Location: 0.8 MILES S OF JCT IA 175 (Lat: 42.299622, Lng: -93.570094), Route carried "on" structure: Interstate 35, Year Built: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 22,400 (year 2040), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.762, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: April 2020
Structure Number: 60487, Location: 0.8 MILES S OF JCT IA 175 (Lat: 42.299622, Lng: -93.570094), Route carried "on" structure: Interstate 35, Year Built: 1966, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 22,400 (year 2040), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.762, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: April 2020
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Structure Number: 2668, Location: 2.0 MI. S OF JCT. IA 175 (Lat: 42.281847, Lng: -93.570778), Route carried "under" structure: Interstate 35, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 27%, Features Intersected: I-35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 210.782, 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: 2668, Location: 2.0 MI. S OF JCT. IA 175 (Lat: 42.281847, Lng: -93.570778), Route carried "under" structure: Interstate 35, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 22,400 (year 2020), Truck Traffic: 27%, Features Intersected: I-35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 210.782, 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: 2669, Location: AT JUNCTION WITH IA 175 (Lat: 42.310031, Lng: -93.569256), Route carried "under" structure: State highway 175, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 32%, Features Intersected: IA 175, Facility Carried by Structure: I 35 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.953, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 2669, Location: AT JUNCTION WITH IA 175 (Lat: 42.310031, Lng: -93.569256), Route carried "under" structure: State highway 175, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 32%, Features Intersected: IA 175, Facility Carried by Structure: I 35 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.953, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 267, Location: AT JUNCTION WITH IA 175 (Lat: 42.310744, Lng: -93.569550), Route carried "under" structure: State highway 175, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 32%, Features Intersected: IA 175, Facility Carried by Structure: I 35 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.927, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 267, Location: AT JUNCTION WITH IA 175 (Lat: 42.310744, Lng: -93.569550), Route carried "under" structure: State highway 175, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 32%, Features Intersected: IA 175, Facility Carried by Structure: I 35 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.927, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 2671, Location: 3.0 MILES N OF JCT IA 175 (Lat: 42.354064, Lng: -93.570575), Route carried "under" structure: Interstate 35, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 21,200 (year 2020), Truck Traffic: 29%, Features Intersected: I-35, Facility Carried by Structure: SR D-47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 218.800, 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: 2671, Location: 3.0 MILES N OF JCT IA 175 (Lat: 42.354064, Lng: -93.570575), Route carried "under" structure: Interstate 35, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 21,200 (year 2020), Truck Traffic: 29%, Features Intersected: I-35, Facility Carried by Structure: SR D-47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 218.800, 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)