Bridge Statistics for Lime Springs, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 161ft / 48.8mTotal length
- 12,395Total average daily traffic
- 2,943Total average daily truck traffic
- 12,395Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lime Springs
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 41950-1959
- 11960-1969
- 21970-1979
- 11980-1989
- 61990-1999
- 12000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 23.1%Very good
- 23.1%Good
- 30.8%Satisfactory
- 23.1%Fair
- Bridge Condition - Superstructure
- 23.1%Very good
- 15.4%Good
- 30.8%Satisfactory
- 30.8%Fair
- Bridge Condition - Substructure
- 30.8%Very good
- 7.7%Good
- 7.7%Satisfactory
- 15.4%Fair
- 15.4%Poor
- 23.1%Serious
- Bridge Condition - Channel
- 45.5%Very good
- 36.4%Good
- 18.2%Satisfactory
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Poor
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Structure Number: 7281, Location: 100122803 (Lat: 43.450825, Lng: -92.276242), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 750 (year 2021), Average Future Daily Traffic: 750 (year 2040), Design Load: HS 20, Features Intersected: BR. UPPER IOWA RIVER, Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.341, 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: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 7281, Location: 100122803 (Lat: 43.450825, Lng: -92.276242), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 750 (year 2021), Average Future Daily Traffic: 750 (year 2040), Design Load: HS 20, Features Intersected: BR. UPPER IOWA RIVER, Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.341, 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: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 28681, Location: 1.1 MI. N OF Jct. IOWA #9 (Lat: 43.386600, Lng: -92.298142), Route carried "on" structure: US 63, Year Built: 1993, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,910 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 2,910 (year 2040), Design Load: HS 20, Features Intersected: W.BR.TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 367.201, 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 28681, Location: 1.1 MI. N OF Jct. IOWA #9 (Lat: 43.386600, Lng: -92.298142), Route carried "on" structure: US 63, Year Built: 1993, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,910 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 2,910 (year 2040), Design Load: HS 20, Features Intersected: W.BR.TURKEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 367.201, 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 28691, Location: 1.0 MI N OF JCT. SR A-23 (Lat: 43.457375, Lng: -92.301181), Route carried "on" structure: US 63, Year Built: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,410 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,410 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.143, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 28691, Location: 1.0 MI N OF JCT. SR A-23 (Lat: 43.457375, Lng: -92.301181), Route carried "on" structure: US 63, Year Built: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,410 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,410 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.143, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 28701, Location: 1.3 MI. N JCT. SR A23 (Lat: 43.459775, Lng: -92.305942), Route carried "on" structure: US 63, Year Built: 1993, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 3,410 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,410 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.611, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28701, Location: 1.3 MI. N JCT. SR A23 (Lat: 43.459775, Lng: -92.305942), Route carried "on" structure: US 63, Year Built: 1993, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 3,410 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,410 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 375.611, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 18293, Location: 099120203 (Lat: 43.421667, Lng: -92.224100), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 80 (year 2040), Design Load: H 15, Features Intersected: NORTH TURKEY, Facility Carried by Structure: FM 65TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.170, 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), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $1,000
Structure Number: 18293, Location: 099120203 (Lat: 43.421667, Lng: -92.224100), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 80 (year 2040), Design Load: H 15, Features Intersected: NORTH TURKEY, Facility Carried by Structure: FM 65TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.170, 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), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $1,000
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Structure Number: 18295, Location: 099121003 (Lat: 43.414281, Lng: -92.242886), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 1980, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2040), Features Intersected: NORTH TURKEY, Facility Carried by Structure: LOCAL 70TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18295, Location: 099121003 (Lat: 43.414281, Lng: -92.242886), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 1980, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2040), Features Intersected: NORTH TURKEY, Facility Carried by Structure: LOCAL 70TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 182961, Location: 099121004 (Lat: 43.407481, Lng: -92.248700), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: PLEASANT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.871, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 182961, Location: 099121004 (Lat: 43.407481, Lng: -92.248700), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: PLEASANT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.871, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 182971, Location: 099121103 (Lat: 43.414400, Lng: -92.222708), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 35 (year 2040), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 70TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.578, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 182971, Location: 099121103 (Lat: 43.414400, Lng: -92.222708), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 35 (year 2040), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 70TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.578, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18304, Location: 099121802 (Lat: 43.388369, Lng: -92.316553), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 20 (year 2041), Features Intersected: W BR TURKEY RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Good, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18304, Location: 099121802 (Lat: 43.388369, Lng: -92.316553), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 20 (year 2041), Features Intersected: W BR TURKEY RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Good, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18305, Location: 099122102 (Lat: 43.384011, Lng: -92.278619), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 70 (year 2021), Average Future Daily Traffic: 70 (year 2041), Features Intersected: SOUTH TURKEY, Facility Carried by Structure: FM OAK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.095, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, 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: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 11.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18305, Location: 099122102 (Lat: 43.384011, Lng: -92.278619), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 70 (year 2021), Average Future Daily Traffic: 70 (year 2041), Features Intersected: SOUTH TURKEY, Facility Carried by Structure: FM OAK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.095, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, 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: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 11.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 183141, Location: 099130102 (Lat: 43.424322, Lng: -92.336139), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 30 (year 2040), Features Intersected: BEAVER CREEK, Facility Carried by Structure: LILAC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.969, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.1m (10.2ft)
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 24 months, Inspection Date: December 2020
Structure Number: 183141, Location: 099130102 (Lat: 43.424322, Lng: -92.336139), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 30 (year 2021), Average Future Daily Traffic: 30 (year 2040), Features Intersected: BEAVER CREEK, Facility Carried by Structure: LILAC AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.969, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.1m (10.2ft)
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 24 months, Inspection Date: December 2020
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Structure Number: 183651, Location: 100120804 (Lat: 43.499083, Lng: -92.288556), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 25 (year 2040), Features Intersected: BRANCH UPPER IOWA RIVER, Facility Carried by Structure: NOBLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.589, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 183651, Location: 100120804 (Lat: 43.499083, Lng: -92.288556), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 25 (year 2040), Features Intersected: BRANCH UPPER IOWA RIVER, Facility Carried by Structure: NOBLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.589, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $1,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18366, Location: 100120904 (Lat: 43.496233, Lng: -92.278469), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: UPPER IOWA, Facility Carried by Structure: FM OAK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.973, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $1,000
Structure Number: 18366, Location: 100120904 (Lat: 43.496233, Lng: -92.278469), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: UPPER IOWA, Facility Carried by Structure: FM OAK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.973, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $1,000
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Structure Number: 18368, Location: 100121403 (Lat: 43.479931, Lng: -92.223761), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40 (year 2021), Average Future Daily Traffic: 40 (year 2040), Features Intersected: UPPER IOWA, Facility Carried by Structure: FM 25TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.422, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $1,000
Structure Number: 18368, Location: 100121403 (Lat: 43.479931, Lng: -92.223761), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40 (year 2021), Average Future Daily Traffic: 40 (year 2040), Features Intersected: UPPER IOWA, Facility Carried by Structure: FM 25TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.422, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $1,000
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Structure Number: 183691, Location: 100121404 (Lat: 43.485847, Lng: -92.237314), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: UPPER IOWA, Facility Carried by Structure: FM-QUAIL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.214, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 183691, Location: 100121404 (Lat: 43.485847, Lng: -92.237314), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: UPPER IOWA, Facility Carried by Structure: FM-QUAIL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.214, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1837, Location: 100121601 (Lat: 43.487200, Lng: -92.270297), Route carried "on" structure: County highway , Year Built: 1951, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 15 (year 2021), Average Future Daily Traffic: 15 (year 2040), Features Intersected: BR UPPER IOWA RIVER, Facility Carried by Structure: FM 20TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 21.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.3 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1837, Location: 100121601 (Lat: 43.487200, Lng: -92.270297), Route carried "on" structure: County highway , Year Built: 1951, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 15 (year 2021), Average Future Daily Traffic: 15 (year 2040), Features Intersected: BR UPPER IOWA RIVER, Facility Carried by Structure: FM 20TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 21.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.3 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 183731, Location: 100122003 (Lat: 43.466908, Lng: -92.298378), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: UPPER IOWA RIVER, Facility Carried by Structure: LOC MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.824, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 183731, Location: 100122003 (Lat: 43.466908, Lng: -92.298378), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: UPPER IOWA RIVER, Facility Carried by Structure: LOC MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.824, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 183741, Location: 100122102 (Lat: 43.464350, Lng: -92.278186), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 400 (year 2041), Design Load: HL 93, Features Intersected: UPPER IOWA, Facility Carried by Structure: V36 OAK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.431, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 183741, Location: 100122102 (Lat: 43.464350, Lng: -92.278186), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 400 (year 2041), Design Load: HL 93, Features Intersected: UPPER IOWA, Facility Carried by Structure: V36 OAK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.431, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 183751, Location: 100122105 (Lat: 43.465419, Lng: -92.272822), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
Structure Number: 183751, Location: 100122105 (Lat: 43.465419, Lng: -92.272822), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
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Structure Number: 183761, Location: 100122105 (Lat: 43.465347, Lng: -92.259744), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: UPPER IOWA RIVER, Facility Carried by Structure: 35TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.9m (6.2ft)
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: April 2020
Structure Number: 183761, Location: 100122105 (Lat: 43.465347, Lng: -92.259744), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: UPPER IOWA RIVER, Facility Carried by Structure: 35TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.9m (6.2ft)
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: April 2020
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Structure Number: 18388, Location: 100132501 (Lat: 43.457975, Lng: -92.321492), Route carried "on" structure: County highway , Year Built: 1953, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 50 (year 2040), Features Intersected: BLANK CR, Facility Carried by Structure: LOCAL 40TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18388, Location: 100132501 (Lat: 43.457975, Lng: -92.321492), Route carried "on" structure: County highway , Year Built: 1953, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 50 (year 2040), Features Intersected: BLANK CR, Facility Carried by Structure: LOCAL 40TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 20.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18395, Location: 100133601 (Lat: 43.443450, Lng: -92.326181), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FM 50TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18395, Location: 100133601 (Lat: 43.443450, Lng: -92.326181), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: FM 50TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous