Bridge Statistics for Knoxville, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21920-1929
- 31950-1959
- 41960-1969
- 241970-1979
- 41980-1989
- 21990-1999
- 32000-2009
- 72010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.8%Excellent
- 8.8%Very good
- 32.4%Good
- 29.4%Satisfactory
- 11.8%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 11.8%Excellent
- 23.5%Very good
- 17.6%Good
- 26.5%Satisfactory
- 14.7%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 11.8%Excellent
- 17.6%Very good
- 26.5%Good
- 44.1%Satisfactory
- Bridge Condition - Channel
- 13.8%Very good
- 31.0%Good
- 48.3%Satisfactory
- 3.4%Fair
- 3.4%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 33.3%Fair
- 16.7%Poor
Find on map >> Show street view
Structure Number: 35151, Location: 1.3 MI. S OF S JCT. IA 92 (Lat: 41.285597, Lng: -93.058167), Route carried "on" structure: State highway 5, Year Built: 1983, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,990 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,990 (year 2040), Design Load: HS 20, Features Intersected: ENGLISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.749, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35151, Location: 1.3 MI. S OF S JCT. IA 92 (Lat: 41.285597, Lng: -93.058167), Route carried "on" structure: State highway 5, Year Built: 1983, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 3,990 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,990 (year 2040), Design Load: HS 20, Features Intersected: ENGLISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.749, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 35155, Location: At S jct. Iowa 92 (Lat: 41.299789, Lng: -93.072553), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 3,010 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,010 (year 2041), Design Load: HS 20, Features Intersected: IA 92 (S JCT)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.776, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35155, Location: At S jct. Iowa 92 (Lat: 41.299789, Lng: -93.072553), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 3,010 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,010 (year 2041), Design Load: HS 20, Features Intersected: IA 92 (S JCT)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.776, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3516, Location: 2.6 mi. N of Jct. Iowa 14 (Lat: 41.322161, Lng: -93.151281), Route carried "on" structure: State highway 5, Year Built: 1965, Status: Open, Structure Length: 13.17m (43.21ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,650 (year 2041), Design Load: HS 20, Features Intersected: WHITE BREAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.945, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 3516, Location: 2.6 mi. N of Jct. Iowa 14 (Lat: 41.322161, Lng: -93.151281), Route carried "on" structure: State highway 5, Year Built: 1965, Status: Open, Structure Length: 13.17m (43.21ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,650 (year 2041), Design Load: HS 20, Features Intersected: WHITE BREAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.945, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 35163, Location: 2.7 MI. N OF JCT. Iowa 14 (Lat: 41.322261, Lng: -93.149644), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,650 (year 2040), Design Load: HS 20, Features Intersected: WHITE BREAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 35163, Location: 2.7 MI. N OF JCT. Iowa 14 (Lat: 41.322261, Lng: -93.149644), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,650 (year 2040), Design Load: HS 20, Features Intersected: WHITE BREAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 104.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 35171, Location: 1.5 mi. S Jct of Ia.5 &92 (Lat: 41.282111, Lng: -93.107869), Route carried "on" structure: State highway 14, Year Built: 1993, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 2,970 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,970 (year 2040), Design Load: HS 20, Features Intersected: ENGLISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.208, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), 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: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35171, Location: 1.5 mi. S Jct of Ia.5 &92 (Lat: 41.282111, Lng: -93.107869), Route carried "on" structure: State highway 14, Year Built: 1993, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 2,970 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,970 (year 2040), Design Load: HS 20, Features Intersected: ENGLISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.208, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), 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: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 3518, Location: 2.1 MI. S OF Jct. SR G40 (Lat: 41.370033, Lng: -93.109639), Route carried "on" structure: State highway 14, Year Built: 1965, Status: Open, Structure Length: 20.97m (68.80ft), Average Daily Traffic: 3,070 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,070 (year 2041), Design Load: HS 20, Features Intersected: WHITE BREAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.980, Lanes on 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2017, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 3518, Location: 2.1 MI. S OF Jct. SR G40 (Lat: 41.370033, Lng: -93.109639), Route carried "on" structure: State highway 14, Year Built: 1965, Status: Open, Structure Length: 20.97m (68.80ft), Average Daily Traffic: 3,070 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,070 (year 2041), Design Load: HS 20, Features Intersected: WHITE BREAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.980, Lanes on 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2017, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 35231, Location: 075191103 (Lat: 41.314461, Lng: -93.018267), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 620 (year 2018), Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.699, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 21.40m (70.21ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35231, Location: 075191103 (Lat: 41.314461, Lng: -93.018267), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 620 (year 2018), Average Future Daily Traffic: 620 (year 2040), Design Load: HS 20, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.699, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 21.40m (70.21ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 238861, Location: 074190501 (Lat: 41.248292, Lng: -93.071294), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.019, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, 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: 238861, Location: 074190501 (Lat: 41.248292, Lng: -93.071294), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.019, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, 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
Find on map >> Show street view
Structure Number: 23984, Location: 075191006 (Lat: 41.309072, Lng: -93.033542), Route carried "on" structure: County highway , Year Built: 1953, Status: Posted for load, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 180 (year 2014), Average Future Daily Traffic: 180 (year 2040), Design Load: H 15, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 10.0 - 19.9% below), Length Of Structure Improvement: 23.50m (77.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23984, Location: 075191006 (Lat: 41.309072, Lng: -93.033542), Route carried "on" structure: County highway , Year Built: 1953, Status: Posted for load, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 180 (year 2014), Average Future Daily Traffic: 180 (year 2040), Design Load: H 15, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 10.0 - 19.9% below), Length Of Structure Improvement: 23.50m (77.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 239851, Location: 75191405 (Lat: 41.296133, Lng: -93.018989), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 200 (year 2014), Average Future Daily Traffic: 200 (year 2038), Features Intersected: STREAM, Facility Carried by Structure: NEWBOLD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.860, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 239851, Location: 75191405 (Lat: 41.296133, Lng: -93.018989), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 200 (year 2014), Average Future Daily Traffic: 200 (year 2038), Features Intersected: STREAM, Facility Carried by Structure: NEWBOLD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.860, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 239861, Location: 075191607 (Lat: 41.299200, Lng: -93.045033), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 270 (year 2014), Average Future Daily Traffic: 270 (year 2040), Design Load: H 20, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 239861, Location: 075191607 (Lat: 41.299200, Lng: -93.045033), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 270 (year 2014), Average Future Daily Traffic: 270 (year 2040), Design Load: H 20, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 239881, Location: 075192006 (Lat: 41.279467, Lng: -93.071706), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 140 (year 2018), Average Future Daily Traffic: 140 (year 2040), Design Load: H 20, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.607, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 239881, Location: 075192006 (Lat: 41.279467, Lng: -93.071706), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 140 (year 2018), Average Future Daily Traffic: 140 (year 2040), Design Load: H 20, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.607, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 239901, Location: 075192303 (Lat: 41.284625, Lng: -93.020731), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: OREGON DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.871, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 239901, Location: 075192303 (Lat: 41.284625, Lng: -93.020731), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: OREGON DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.871, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Find on map >> Show street view
Structure Number: 239921, Location: 075193004 (Lat: 41.270617, Lng: -93.090969), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 80 (year 2014), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.477, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.40m (50.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 239921, Location: 075193004 (Lat: 41.270617, Lng: -93.090969), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 80 (year 2014), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.477, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.40m (50.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 23995, Location: 075193203 (Lat: 41.259636, Lng: -93.077175), Route carried "on" structure: County highway , Year Built: 1953, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.105, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23995, Location: 075193203 (Lat: 41.259636, Lng: -93.077175), Route carried "on" structure: County highway , Year Built: 1953, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.105, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 239961, Location: 075193203 (Lat: 41.260333, Lng: -93.075672), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: PRATT DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 239961, Location: 075193203 (Lat: 41.260333, Lng: -93.075672), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: PRATT DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 240011, Location: 075200804 (Lat: 41.309867, Lng: -93.177664), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 25 (year 2040), Features Intersected: HAWK RUN, Facility Carried by Structure: 92ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.928, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 76.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 240011, Location: 075200804 (Lat: 41.309867, Lng: -93.177664), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 25 (year 2040), Features Intersected: HAWK RUN, Facility Carried by Structure: 92ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.928, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 76.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 240021, Location: 075201502 (Lat: 41.303253, Lng: -93.156881), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 90 (year 2014), Average Future Daily Traffic: 90 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.283, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 240021, Location: 075201502 (Lat: 41.303253, Lng: -93.156881), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 90 (year 2014), Average Future Daily Traffic: 90 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.283, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Find on map >> Show street view
Structure Number: 240081, Location: 075202304 (Lat: 41.280025, Lng: -93.123472), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.70m (2.30ft), Features Intersected: ENGLISH CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 0.6m (2.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 240081, Location: 075202304 (Lat: 41.280025, Lng: -93.123472), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.70m (2.30ft), Features Intersected: ENGLISH CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 0.6m (2.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Find on map >> Show street view
Structure Number: 240101, Location: 075202602 (Lat: 41.276444, Lng: -93.137658), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: HL 93, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: 108TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.884, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 240101, Location: 075202602 (Lat: 41.276444, Lng: -93.137658), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: HL 93, Features Intersected: ENGLISH CREEK, Facility Carried by Structure: 108TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.884, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 24011, Location: 075202804 (Lat: 41.267856, Lng: -93.162111), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2041), Design Load: H 15, Features Intersected: TRACEY CREEK, Facility Carried by Structure: 94TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.569, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $19,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 24011, Location: 075202804 (Lat: 41.267856, Lng: -93.162111), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2041), Design Load: H 15, Features Intersected: TRACEY CREEK, Facility Carried by Structure: 94TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.569, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $19,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 24051, Location: 076193306 (Lat: 41.335464, Lng: -93.062486), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 690 (year 2018), Average Future Daily Traffic: 690 (year 2040), Features Intersected: COMPETINE CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 24051, Location: 076193306 (Lat: 41.335464, Lng: -93.062486), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 690 (year 2018), Average Future Daily Traffic: 690 (year 2040), Features Intersected: COMPETINE CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Find on map >> Show street view
Structure Number: 240521, Location: 076193401 (Lat: 41.349489, Lng: -93.033639), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 160 (year 2018), Average Future Daily Traffic: 160 (year 2041), Features Intersected: COMPETINE CREEK, Facility Carried by Structure: KENNEDY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 39.5 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: 30.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 240521, Location: 076193401 (Lat: 41.349489, Lng: -93.033639), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 160 (year 2018), Average Future Daily Traffic: 160 (year 2041), Features Intersected: COMPETINE CREEK, Facility Carried by Structure: KENNEDY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.830, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 39.5 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: 30.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 240541, Location: 076201404 (Lat: 41.391411, Lng: -93.129108), Route carried "on" structure: County highway , Year Built: 2013, Status: Posted for load-capacity, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 25 (year 2040), Features Intersected: TETER CREEK, Facility Carried by Structure: 115TH PL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.730, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 240541, Location: 076201404 (Lat: 41.391411, Lng: -93.129108), Route carried "on" structure: County highway , Year Built: 2013, Status: Posted for load-capacity, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 25 (year 2040), Features Intersected: TETER CREEK, Facility Carried by Structure: 115TH PL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.730, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 240571, Location: 076202104 (Lat: 41.372653, Lng: -93.172394), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TETER CREEK, Facility Carried by Structure: 92ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.333, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Galvanized Reinforcing
Structure Number: 240571, Location: 076202104 (Lat: 41.372653, Lng: -93.172394), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TETER CREEK, Facility Carried by Structure: 92ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.333, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Galvanized Reinforcing
Find on map >> Show street view
Structure Number: 240581, Location: 076202201 (Lat: 41.378372, Lng: -93.157383), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 100 (year 2041), Features Intersected: TETER CREEK, Facility Carried by Structure: ILLINOIS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Galvanized Reinforcing
Structure Number: 240581, Location: 076202201 (Lat: 41.378372, Lng: -93.157383), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 100 (year 2041), Features Intersected: TETER CREEK, Facility Carried by Structure: ILLINOIS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Galvanized Reinforcing
Find on map >> Show street view
Structure Number: 24062, Location: 076203304 (Lat: 41.339317, Lng: -93.176953), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 190 (year 2018), Average Future Daily Traffic: 190 (year 2041), Features Intersected: BNSF RR, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.294, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 20.20m (66.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 24062, Location: 076203304 (Lat: 41.339317, Lng: -93.176953), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 190 (year 2018), Average Future Daily Traffic: 190 (year 2041), Features Intersected: BNSF RR, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.294, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 20.20m (66.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 60077, Location: 3.9 MI. E OF E JCT.IOWA 5 (Lat: 41.307536, Lng: -93.002175), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 17.65m (57.91ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: IA 92, Facility Carried by Structure: OLD HWY 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.253, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60077, Location: 3.9 MI. E OF E JCT.IOWA 5 (Lat: 41.307536, Lng: -93.002175), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 17.65m (57.91ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: IA 92, Facility Carried by Structure: OLD HWY 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.253, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 60347, Location: 1.6 mi. N of jct. IA 14 (Lat: 41.315919, Lng: -93.134653), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 2,205 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,205 (year 2041), Design Load: HS 20, Features Intersected: 110TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.614, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60347, Location: 1.6 mi. N of jct. IA 14 (Lat: 41.315919, Lng: -93.134653), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 2,205 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,205 (year 2041), Design Load: HS 20, Features Intersected: 110TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.614, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 60348, Location: 1.6 mi. N of jct. IA 14 (Lat: 41.315664, Lng: -93.134100), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 2,205 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,205 (year 2041), Design Load: HS 20, Features Intersected: 110TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.629, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60348, Location: 1.6 mi. N of jct. IA 14 (Lat: 41.315664, Lng: -93.134100), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 2,205 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,205 (year 2041), Design Load: HS 20, Features Intersected: 110TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.629, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 60349, Location: At jct. Iowa 14 (Lat: 41.303781, Lng: -93.109986), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,485 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,485 (year 2041), Design Load: HS 20, Features Intersected: IA 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.203, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60349, Location: At jct. Iowa 14 (Lat: 41.303781, Lng: -93.109986), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,485 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,485 (year 2041), Design Load: HS 20, Features Intersected: IA 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.203, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 6035, Location: AT Jct. Iowa 14 (Lat: 41.303775, Lng: -93.109011), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,485 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,485 (year 2041), Design Load: HS 20, Features Intersected: IA 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.029, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 6035, Location: AT Jct. Iowa 14 (Lat: 41.303775, Lng: -93.109011), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,485 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,485 (year 2041), Design Load: HS 20, Features Intersected: IA 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.029, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 60351, Location: 1.0 MI. S OF JCT IOWA #14 (Lat: 41.299700, Lng: -93.091400), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,350 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,350 (year 2041), Design Load: HS 20, Features Intersected: 135TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.836, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60351, Location: 1.0 MI. S OF JCT IOWA #14 (Lat: 41.299700, Lng: -93.091400), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,350 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,350 (year 2041), Design Load: HS 20, Features Intersected: 135TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.836, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 60352, Location: 1.0 MI. S OF JCT. IA 14 (Lat: 41.299958, Lng: -93.090931), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,400 (year 2041), Design Load: HS 20, Features Intersected: 135TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.444, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60352, Location: 1.0 MI. S OF JCT. IA 14 (Lat: 41.299958, Lng: -93.090931), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,400 (year 2041), Design Load: HS 20, Features Intersected: 135TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.444, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 60353, Location: 1.4 mi. E of E jct. IA 5 (Lat: 41.300453, Lng: -93.045719), Route carried "on" structure: State highway 92, Year Built: 1978, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 3,440 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,440 (year 2041), Design Load: HS 20, Features Intersected: ENGLISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.564, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60353, Location: 1.4 mi. E of E jct. IA 5 (Lat: 41.300453, Lng: -93.045719), Route carried "on" structure: State highway 92, Year Built: 1978, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 3,440 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,440 (year 2041), Design Load: HS 20, Features Intersected: ENGLISH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.564, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 60354, Location: 2.8 mi. E of S jct. IA 5 (Lat: 41.304767, Lng: -93.020294), Route carried "on" structure: State highway 92, Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,440 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,440 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.803, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than 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: May 2021
Structure Number: 60354, Location: 2.8 mi. E of S jct. IA 5 (Lat: 41.304767, Lng: -93.020294), Route carried "on" structure: State highway 92, Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,440 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,440 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 256.803, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than 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: May 2021
Find on map >> Show street view
Structure Number: 60355, Location: 2.0 MI. E OF E JCT IOWA 5 (Lat: 41.300647, Lng: -93.033761), Route carried "on" structure: State highway 92, Year Built: 1978, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 3,440 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,440 (year 2041), Design Load: HS 20, Features Intersected: 165TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.567, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60355, Location: 2.0 MI. E OF E JCT IOWA 5 (Lat: 41.300647, Lng: -93.033761), Route carried "on" structure: State highway 92, Year Built: 1978, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 3,440 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 3,440 (year 2041), Design Load: HS 20, Features Intersected: 165TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.567, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 60356, Location: 2.0 mi. N Jct. IA 14 (Lat: 41.320364, Lng: -93.138150), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 1,410 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,410 (year 2041), Design Load: HS 20, Features Intersected: IA 5 & IA 92, Facility Carried by Structure: MCKIMBER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.343, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60356, Location: 2.0 mi. N Jct. IA 14 (Lat: 41.320364, Lng: -93.138150), Route carried "on" structure: State highway 5, Year Built: 1978, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 1,410 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,410 (year 2041), Design Load: HS 20, Features Intersected: IA 5 & IA 92, Facility Carried by Structure: MCKIMBER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.343, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 6057, Location: 075190712 (Lat: 41.310861, Lng: -93.085656), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,460 (year 2018), Average Future Daily Traffic: 2,460 (year 2040), Features Intersected: COMPETINE CREEK, Facility Carried by Structure: ATTICA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.421, Lanes on structure: 2, Owner: County 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: Fair, Culverts: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000
Structure Number: 6057, Location: 075190712 (Lat: 41.310861, Lng: -93.085656), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,460 (year 2018), Average Future Daily Traffic: 2,460 (year 2040), Features Intersected: COMPETINE CREEK, Facility Carried by Structure: ATTICA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.421, Lanes on structure: 2, Owner: County 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: Fair, Culverts: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000
Find on map >> Show street view
Structure Number: CEPNCRIA-000005, Location: Marion Co.; S30, T76, R19 (Lat: 41.362936, Lng: -93.087278), Route carried "on" structure: Federal lands road , Year Built: 1920, Status: Posted for load, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10 (year 2037), Design Load: H 10, Features Intersected: Red Rock Pool, Facility Carried by Structure: Ag and DNR Traffic
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 7.8 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $1,000, Total Project Cost: $7,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: CEPNCRIA-000005, Location: Marion Co.; S30, T76, R19 (Lat: 41.362936, Lng: -93.087278), Route carried "on" structure: Federal lands road , Year Built: 1920, Status: Posted for load, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10 (year 2037), Design Load: H 10, Features Intersected: Red Rock Pool, Facility Carried by Structure: Ag and DNR Traffic
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 7.8 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $1,000, Total Project Cost: $7,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 35155, Location: At S jct. Iowa 92 (Lat: 41.299789, Lng: -93.072553), Route carried "under" structure: State highway 92, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 18%, Features Intersected: IA 92 (S JCT), Facility Carried by Structure: IA 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 252.282, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 35155, Location: At S jct. Iowa 92 (Lat: 41.299789, Lng: -93.072553), Route carried "under" structure: State highway 92, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 18%, Features Intersected: IA 92 (S JCT), Facility Carried by Structure: IA 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 252.282, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Find on map >> Show street view
Structure Number: 60077, Location: 3.9 MI. E OF E JCT.IOWA 5 (Lat: 41.307536, Lng: -93.002175), Route carried "under" structure: State highway 92, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 3,440 (year 2020), Truck Traffic: 18%, Features Intersected: IA 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.465, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
Structure Number: 60077, Location: 3.9 MI. E OF E JCT.IOWA 5 (Lat: 41.307536, Lng: -93.002175), Route carried "under" structure: State highway 92, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 3,440 (year 2020), Truck Traffic: 18%, Features Intersected: IA 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.465, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
Find on map >> Show street view
Structure Number: 60347, Location: 1.6 mi. N of jct. IA 14 (Lat: 41.315919, Lng: -93.134653), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 135 (year 2018), Truck Traffic: 4%, Features Intersected: 110TH PLACE, Facility Carried by Structure: IA 92 & SB IA 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 60347, Location: 1.6 mi. N of jct. IA 14 (Lat: 41.315919, Lng: -93.134653), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 135 (year 2018), Truck Traffic: 4%, Features Intersected: 110TH PLACE, Facility Carried by Structure: IA 92 & SB IA 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Find on map >> Show street view
Structure Number: 60348, Location: 1.6 mi. N of jct. IA 14 (Lat: 41.315664, Lng: -93.134100), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 135 (year 2018), Truck Traffic: 4%, Features Intersected: 110TH PLACE, Facility Carried by Structure: IA 92 & NB IA 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.328, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 60348, Location: 1.6 mi. N of jct. IA 14 (Lat: 41.315664, Lng: -93.134100), Route carried "under" structure: County highway , Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 135 (year 2018), Truck Traffic: 4%, Features Intersected: 110TH PLACE, Facility Carried by Structure: IA 92 & NB IA 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.328, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)