Bridge Statistics for Oskaloosa, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 397ft / 121mTotal length
- 75,530Total average daily traffic
- 12,172Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Oskaloosa
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 61960-1969
- 11970-1979
- 41980-1989
- 141990-1999
- 32000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 5.0%Excellent
- 60.0%Good
- 5.0%Satisfactory
- 25.0%Fair
- 5.0%Poor
- Bridge Condition - Superstructure
- 5.0%Excellent
- 30.0%Very good
- 30.0%Good
- 25.0%Satisfactory
- 5.0%Fair
- 5.0%Poor
- Bridge Condition - Substructure
- 5.0%Excellent
- 20.0%Very good
- 35.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 15.0%Poor
- 5.0%Serious
- Bridge Condition - Channel
- 19.0%Very good
- 23.8%Good
- 52.4%Satisfactory
- 4.8%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 55.6%Good
- 11.1%Satisfactory
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Structure Number: 34891, Location: 1.8 MI. N OF JCT. SR T65 (Lat: 41.337728, Lng: -92.649872), Route carried "on" structure: US 63, Year Built: 2008, Status: Open, Structure Length: 12.58m (41.27ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.321, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34891, Location: 1.8 MI. N OF JCT. SR T65 (Lat: 41.337728, Lng: -92.649872), Route carried "on" structure: US 63, Year Built: 2008, Status: Open, Structure Length: 12.58m (41.27ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.321, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34901, Location: 4.2 MI. N OF JCT. IA 92 (Lat: 41.354811, Lng: -92.656939), Route carried "on" structure: US 63, Year Built: 1979, Status: Open, Structure Length: 14.23m (46.69ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20, Features Intersected: SOUTH SKUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.329, 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: 6, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34901, Location: 4.2 MI. N OF JCT. IA 92 (Lat: 41.354811, Lng: -92.656939), Route carried "on" structure: US 63, Year Built: 1979, Status: Open, Structure Length: 14.23m (46.69ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20, Features Intersected: SOUTH SKUNK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.329, 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: 6, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35081, Location: 5.2 MILES N OF JCT IA 137 (Lat: 41.221614, Lng: -92.640475), Route carried "on" structure: US 63, Year Built: 1982, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,700 (year 2042), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35081, Location: 5.2 MILES N OF JCT IA 137 (Lat: 41.221614, Lng: -92.640475), Route carried "on" structure: US 63, Year Built: 1982, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,700 (year 2042), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.340, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3509, Location: 0.2 MILES NORTH OF IA 163 (Lat: 41.266125, Lng: -92.642661), Route carried "on" structure: US 63, Year Built: 1963, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,400 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUCHAKINOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.295, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 3509, Location: 0.2 MILES NORTH OF IA 163 (Lat: 41.266125, Lng: -92.642661), Route carried "on" structure: US 63, Year Built: 1963, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,400 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUCHAKINOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.295, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 235461, Location: 074150704 (Lat: 41.222853, Lng: -92.631292), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: MERINO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.489, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 235461, Location: 074150704 (Lat: 41.222853, Lng: -92.631292), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: MERINO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.489, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 235501, Location: 074151406 (Lat: 41.214831, Lng: -92.554461), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.952, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000
Structure Number: 235501, Location: 074151406 (Lat: 41.214831, Lng: -92.554461), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.952, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000
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Structure Number: 236326, Location: 075150510 (Lat: 41.322461, Lng: -92.612750), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2018), Average Future Daily Traffic: 150 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: NEWPORT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021
Structure Number: 236326, Location: 075150510 (Lat: 41.322461, Lng: -92.612750), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2018), Average Future Daily Traffic: 150 (year 2041), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: NEWPORT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021
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Structure Number: 23635, Location: 075150807 (Lat: 41.311522, Lng: -92.621383), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 120 (year 2018), Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.901, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23635, Location: 075150807 (Lat: 41.311522, Lng: -92.621383), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 120 (year 2018), Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.901, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2364, Location: 075151703 (Lat: 41.303511, Lng: -92.617272), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load-capacity, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2040), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, 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: 12.5m (41.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2364, Location: 075151703 (Lat: 41.303511, Lng: -92.617272), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load-capacity, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2040), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, 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: 12.5m (41.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 236411, Location: 075152103 (Lat: 41.285367, Lng: -92.598222), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: 255TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 236411, Location: 075152103 (Lat: 41.285367, Lng: -92.598222), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2040), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: 255TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 236451, Location: 075152705 (Lat: 41.271056, Lng: -92.574364), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 26%, Average Future Daily Traffic: 170 (year 2039), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.716, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
Structure Number: 236451, Location: 075152705 (Lat: 41.271056, Lng: -92.574364), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 26%, Average Future Daily Traffic: 170 (year 2039), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.716, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019
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Structure Number: 23646, Location: 075153104 (Lat: 41.261550, Lng: -92.631839), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 400 (year 2040), Design Load: H 15, Features Intersected: LITTLE MUCHAKINOCK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23646, Location: 075153104 (Lat: 41.261550, Lng: -92.631839), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 400 (year 2040), Design Load: H 15, Features Intersected: LITTLE MUCHAKINOCK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 236471, Location: 075160201 (Lat: 41.335594, Lng: -92.668972), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2018), Average Future Daily Traffic: 150 (year 2041), Design Load: HS 20, Features Intersected: PAINTER CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.803, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Very 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 236471, Location: 075160201 (Lat: 41.335594, Lng: -92.668972), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2018), Average Future Daily Traffic: 150 (year 2041), Design Load: HS 20, Features Intersected: PAINTER CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.803, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Very 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 desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 236571, Location: 075162606 (Lat: 41.270272, Lng: -92.664767), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 210 (year 2018), Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUCHAKINOCK CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.254, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.50m (41.01ft), 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: 236571, Location: 075162606 (Lat: 41.270272, Lng: -92.664767), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 210 (year 2018), Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUCHAKINOCK CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.254, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.50m (41.01ft), 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
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Structure Number: 23737, Location: 076153103 (Lat: 41.346464, Lng: -92.625642), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.297, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.9 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: 0.1 - 9.9% below), Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23737, Location: 076153103 (Lat: 41.346464, Lng: -92.625642), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.297, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.9 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: 0.1 - 9.9% below), Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23738, Location: 075150404 (Lat: 41.335831, Lng: -92.593086), Route carried "on" structure: County highway , Year Built: 1948, Status: Posted for load-capacity, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 70 (year 2040), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.070, 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: 11.0m (36.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 45.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23738, Location: 075150404 (Lat: 41.335831, Lng: -92.593086), Route carried "on" structure: County highway , Year Built: 1948, Status: Posted for load-capacity, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 70 (year 2040), Design Load: H 15, Features Intersected: SPRING CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.070, 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: 11.0m (36.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 45.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23739, Location: 076153309 (Lat: 41.340375, Lng: -92.594214), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 430 (year 2041), Design Load: H 20, Features Intersected: S SKUNK RIVER, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 35.00m (114.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23739, Location: 076153309 (Lat: 41.340375, Lng: -92.594214), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 430 (year 2041), Design Load: H 20, Features Intersected: S SKUNK RIVER, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 39.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 35.00m (114.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 237521, Location: 076162503 (Lat: 41.364531, Lng: -92.649447), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 80 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.570, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 237521, Location: 076162503 (Lat: 41.364531, Lng: -92.649447), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 80 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.570, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
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Structure Number: 23754, Location: 076163507 (Lat: 41.346422, Lng: -92.671147), Route carried "on" structure: County highway , Year Built: 1951, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2041), Design Load: H 15, Features Intersected: PAINTER CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: 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: > 39.9% below), Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23754, Location: 076163507 (Lat: 41.346422, Lng: -92.671147), Route carried "on" structure: County highway , Year Built: 1951, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2041), Design Load: H 15, Features Intersected: PAINTER CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 9.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: 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: > 39.9% below), Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 504841, Location: 075150700 (Lat: 41.313706, Lng: -92.623139), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 120 (year 2021), Average Future Daily Traffic: 120 (year 2041), Design Load: HL 93, Features Intersected: BRANCH OF SPRING CREEK, Facility Carried by Structure: N 17TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 504841, Location: 075150700 (Lat: 41.313706, Lng: -92.623139), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 120 (year 2021), Average Future Daily Traffic: 120 (year 2041), Design Load: HL 93, Features Intersected: BRANCH OF SPRING CREEK, Facility Carried by Structure: N 17TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 60652, Location: AT JCT. OF IA 92 (Lat: 41.296506, Lng: -92.674928), Route carried "on" structure: State highway 163, Year Built: 1996, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 2,475 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,475 (year 2040), Design Load: HS 20, Features Intersected: IA 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.856, Lanes on structure: 2, Lanes under structure: 4, 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: 34.1m (111.9ft), 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: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60652, Location: AT JCT. OF IA 92 (Lat: 41.296506, Lng: -92.674928), Route carried "on" structure: State highway 163, Year Built: 1996, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 2,475 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,475 (year 2040), Design Load: HS 20, Features Intersected: IA 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.856, Lanes on structure: 2, Lanes under structure: 4, 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: 34.1m (111.9ft), 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: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 606525, Location: AT JCT. OF IA 92 (Lat: 41.295931, Lng: -92.674586), Route carried "on" structure: State highway 163, Year Built: 1996, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 2,475 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,475 (year 2040), Design Load: HS 20, Features Intersected: IA 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.732, Lanes on structure: 2, Lanes under structure: 4, 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: 34.1m (111.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 606525, Location: AT JCT. OF IA 92 (Lat: 41.295931, Lng: -92.674586), Route carried "on" structure: State highway 163, Year Built: 1996, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 2,475 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,475 (year 2040), Design Load: HS 20, Features Intersected: IA 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.732, Lanes on structure: 2, Lanes under structure: 4, 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: 34.1m (111.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6067, Location: 1.7 MI. E OF JCT. IA 92 (Lat: 41.274411, Lng: -92.662483), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 300 (year 2018), Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: IA 163, Facility Carried by Structure: 263RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.985, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6067, Location: 1.7 MI. E OF JCT. IA 92 (Lat: 41.274411, Lng: -92.662483), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 300 (year 2018), Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: IA 163, Facility Carried by Structure: 263RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.985, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 606705, Location: 1.1 mi. E of Jct. IA #92 (Lat: 41.281264, Lng: -92.669081), Route carried "on" structure: State highway 163, Year Built: 1996, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,550 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.689, 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: 18.6m (61.0ft), 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: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 606705, Location: 1.1 mi. E of Jct. IA #92 (Lat: 41.281264, Lng: -92.669081), Route carried "on" structure: State highway 163, Year Built: 1996, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,550 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 94.689, 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: 18.6m (61.0ft), 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: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 60671, Location: 1.1 MI. E OF JCT. IA 92 (Lat: 41.281039, Lng: -92.668425), Route carried "on" structure: State highway 163, Year Built: 1997, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,550 (year 2042), Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.928, Lanes on 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: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60671, Location: 1.1 MI. E OF JCT. IA 92 (Lat: 41.281039, Lng: -92.668425), Route carried "on" structure: State highway 163, Year Built: 1997, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,550 (year 2042), Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 171.928, Lanes on 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: 18.6m (61.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 606715, Location: AT JCT. OF IA 163 (Lat: 41.260725, Lng: -92.642303), Route carried "on" structure: US 63, Year Built: 1996, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,600 (year 2041), Design Load: HS 20, Features Intersected: IA 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 281.048, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 606715, Location: AT JCT. OF IA 163 (Lat: 41.260725, Lng: -92.642303), Route carried "on" structure: US 63, Year Built: 1996, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,600 (year 2041), Design Load: HS 20, Features Intersected: IA 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 281.048, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 60672, Location: AT W JCT. OF Iowa 163 (Lat: 41.256322, Lng: -92.641889), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 490 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 490 (year 2041), Design Load: HS 20, Features Intersected: US 63 & IA 163, Facility Carried by Structure: SR G 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.369, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60672, Location: AT W JCT. OF Iowa 163 (Lat: 41.256322, Lng: -92.641889), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 490 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 490 (year 2041), Design Load: HS 20, Features Intersected: US 63 & IA 163, Facility Carried by Structure: SR G 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.369, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 606845, Location: 2.4 MI. E OF JCT. IA 92 (Lat: 41.271775, Lng: -92.658544), Route carried "on" structure: State highway 163, Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,100 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 7,100 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUCHIKINOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.068, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 606845, Location: 2.4 MI. E OF JCT. IA 92 (Lat: 41.271775, Lng: -92.658544), Route carried "on" structure: State highway 163, Year Built: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,100 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 7,100 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUCHIKINOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.068, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 607965, Location: 5.2 MILES N OF JCT IA 137 (Lat: 41.221561, Lng: -92.640997), Route carried "on" structure: US 63, Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,700 (year 2042), Design Load: HS 20, Features Intersected: TRIB. TO MUCHAKINOCK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 285.454, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: Febuary 2022
Structure Number: 607965, Location: 5.2 MILES N OF JCT IA 137 (Lat: 41.221561, Lng: -92.640997), Route carried "on" structure: US 63, Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,700 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 5,700 (year 2042), Design Load: HS 20, Features Intersected: TRIB. TO MUCHAKINOCK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 285.454, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: Febuary 2022
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Structure Number: 60652, Location: AT JCT. OF IA 92 (Lat: 41.296506, Lng: -92.674928), Route carried "under" structure: State highway 92, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 7%, Features Intersected: IA 92, Facility Carried by Structure: EB/SB IA 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.577, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 60652, Location: AT JCT. OF IA 92 (Lat: 41.296506, Lng: -92.674928), Route carried "under" structure: State highway 92, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 7%, Features Intersected: IA 92, Facility Carried by Structure: EB/SB IA 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.577, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 606525, Location: AT JCT. OF IA 92 (Lat: 41.295931, Lng: -92.674586), Route carried "under" structure: State highway 92, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 7%, Features Intersected: IA 92, Facility Carried by Structure: WB/NB IA 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.606, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 606525, Location: AT JCT. OF IA 92 (Lat: 41.295931, Lng: -92.674586), Route carried "under" structure: State highway 92, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 7%, Features Intersected: IA 92, Facility Carried by Structure: WB/NB IA 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.606, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 6067, Location: 1.7 MI. E OF JCT. IA 92 (Lat: 41.274411, Lng: -92.662483), Route carried "under" structure: State highway 163, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 7,100 (year 2020), Truck Traffic: 20%, Features Intersected: IA 163, Facility Carried by Structure: 263RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.645, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 6067, Location: 1.7 MI. E OF JCT. IA 92 (Lat: 41.274411, Lng: -92.662483), Route carried "under" structure: State highway 163, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 7,100 (year 2020), Truck Traffic: 20%, Features Intersected: IA 163, Facility Carried by Structure: 263RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 95.645, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 606715, Location: AT JCT. OF IA 163 (Lat: 41.260725, Lng: -92.642303), Route carried "under" structure: State highway 163, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2020), Truck Traffic: 21%, Features Intersected: IA 163, Facility Carried by Structure: US 63 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.922, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 606715, Location: AT JCT. OF IA 163 (Lat: 41.260725, Lng: -92.642303), Route carried "under" structure: State highway 163, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 6,700 (year 2020), Truck Traffic: 21%, Features Intersected: IA 163, Facility Carried by Structure: US 63 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.922, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 60672, Location: AT W JCT. OF Iowa 163 (Lat: 41.256322, Lng: -92.641889), Route carried "under" structure: US 63, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 10%, Features Intersected: US 63 & IA 163, Facility Carried by Structure: SR G 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.189, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 60672, Location: AT W JCT. OF Iowa 163 (Lat: 41.256322, Lng: -92.641889), Route carried "under" structure: US 63, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 10%, Features Intersected: US 63 & IA 163, Facility Carried by Structure: SR G 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.189, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)