Bridge Statistics for Perry, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 246ft / 75.4mTotal length
- $711,000Total costs
- 9,332Total average daily traffic
- 1,917Total average daily truck traffic
- 14,818Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Perry
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21930-1939
- 31950-1959
- 21960-1969
- 11970-1979
- 31980-1989
- 41990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 28.6%Very good
- 42.9%Good
- 21.4%Fair
- 7.1%Serious
- Bridge Condition - Superstructure
- 14.3%Excellent
- 64.3%Good
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 28.6%Excellent
- 7.1%Very good
- 14.3%Good
- 35.7%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 9.5%Very good
- 9.5%Good
- 61.9%Satisfactory
- 19.0%Fair
- Bridge Condition - Culverts
- 14.3%Good
- 71.4%Satisfactory
- 14.3%Poor
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Structure Number: 18317, Location: S 33 T 54 N R 7 W (Lat: 39.426111, Lng: -91.684583), Route carried "on" structure: County highway 181, Year Built: 1996, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18317, Location: S 33 T 54 N R 7 W (Lat: 39.426111, Lng: -91.684583), Route carried "on" structure: County highway 181, Year Built: 1996, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18536, Location: S 12 T 54 N R 7 W (Lat: 39.477083, Lng: -91.623667), Route carried "on" structure: County highway 188, Year Built: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 31 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 18536, Location: S 12 T 54 N R 7 W (Lat: 39.477083, Lng: -91.623667), Route carried "on" structure: County highway 188, Year Built: 1998, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 31 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 18869, Location: S 3 T 53 N R 7 W (Lat: 39.411489, Lng: -91.679119), Route carried "on" structure: County highway 202, Year Built: 1911, Status: Closed, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 19 (year 2038), Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $523,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18869, Location: S 3 T 53 N R 7 W (Lat: 39.411489, Lng: -91.679119), Route carried "on" structure: County highway 202, Year Built: 1911, Status: Closed, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 19 (year 2038), Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $523,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 20319, Location: S 10 T 53 N R 7 W (Lat: 39.394472, Lng: -91.660694), Route carried "on" structure: County highway 255, Year Built: 1987, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2041), Features Intersected: GALLAHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 20319, Location: S 10 T 53 N R 7 W (Lat: 39.394472, Lng: -91.660694), Route carried "on" structure: County highway 255, Year Built: 1987, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2041), Features Intersected: GALLAHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 20332, Location: S 17 T 53 N R 7 W (Lat: 39.378611, Lng: -91.702861), Route carried "on" structure: County highway 256, Year Built: 1986, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20332, Location: S 17 T 53 N R 7 W (Lat: 39.378611, Lng: -91.702861), Route carried "on" structure: County highway 256, Year Built: 1986, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22064, Location: S 34 T 54 N R 7 W (Lat: 39.422194, Lng: -91.662722), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 188 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: PUBLIC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2022)
Structure Number: 22064, Location: S 34 T 54 N R 7 W (Lat: 39.422194, Lng: -91.662722), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 188 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: PUBLIC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2022)
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Structure Number: 29754, Location: S 7 T 53 N R 7 W (Lat: 39.384750, Lng: -91.716611), Route carried "on" structure: County highway 2, Year Built: 2003, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 19 (year 2041), Design Load: HS 20, Features Intersected: PURDEY CR, Facility Carried by Structure: COUNTY RD 699
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
Structure Number: 29754, Location: S 7 T 53 N R 7 W (Lat: 39.384750, Lng: -91.716611), Route carried "on" structure: County highway 2, Year Built: 2003, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 19 (year 2041), Design Load: HS 20, Features Intersected: PURDEY CR, Facility Carried by Structure: COUNTY RD 699
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
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Structure Number: 313, Location: S 16 T 54 N R 7 W (Lat: 39.463503, Lng: -91.683514), Route carried "on" structure: State highway J, Year Built: 1977, Status: Open, Structure Length: 19.45m (63.81ft), Average Daily Traffic: 1,910 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,770 (year 2041), Design Load: H 20, Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.378, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Bituminous
Structure Number: 313, Location: S 16 T 54 N R 7 W (Lat: 39.463503, Lng: -91.683514), Route carried "on" structure: State highway J, Year Built: 1977, Status: Open, Structure Length: 19.45m (63.81ft), Average Daily Traffic: 1,910 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,770 (year 2041), Design Load: H 20, Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.378, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Bituminous
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Structure Number: 31352, Location: S 35 T 54 N R 7 W (Lat: 39.423278, Lng: -91.659833), Route carried "on" structure: County highway 178, Year Built: 2005, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 125 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 31352, Location: S 35 T 54 N R 7 W (Lat: 39.423278, Lng: -91.659833), Route carried "on" structure: County highway 178, Year Built: 2005, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 125 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 34655, Location: S 9 T 53 N R 7 W (Lat: 39.392197, Lng: -91.680878), Route carried "on" structure: State highway B, Year Built: 2014, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 331 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 480 (year 2041), Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.614, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34655, Location: S 9 T 53 N R 7 W (Lat: 39.392197, Lng: -91.680878), Route carried "on" structure: State highway B, Year Built: 2014, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 331 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 480 (year 2041), Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.614, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 34657, Location: S 3 T 53 N R 7 W (Lat: 39.396753, Lng: -91.676336), Route carried "on" structure: State highway B, Year Built: 2014, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 331 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 480 (year 2041), Features Intersected: HURLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.985, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34657, Location: S 3 T 53 N R 7 W (Lat: 39.396753, Lng: -91.676336), Route carried "on" structure: State highway B, Year Built: 2014, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 331 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 480 (year 2041), Features Intersected: HURLEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.985, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 3474, Location: S 30 T 54 N R 7 W (Lat: 39.426583, Lng: -91.725258), Route carried "on" structure: County highway 131, Year Built: 2014, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2041), Design Load: HS 20, Features Intersected: BURBRIDGE CR, Facility Carried by Structure: COUNTY RD 670
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
Structure Number: 3474, Location: S 30 T 54 N R 7 W (Lat: 39.426583, Lng: -91.725258), Route carried "on" structure: County highway 131, Year Built: 2014, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2041), Design Load: HS 20, Features Intersected: BURBRIDGE CR, Facility Carried by Structure: COUNTY RD 670
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.633, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
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Structure Number: 4306, Location: S 27 T 54 N R 7 W (Lat: 39.431394, Lng: -91.676814), Route carried "on" structure: State highway 154, Year Built: 1995, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 911 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 1,321 (year 2041), Design Load: HS 20+Mod, Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.591, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4306, Location: S 27 T 54 N R 7 W (Lat: 39.431394, Lng: -91.676814), Route carried "on" structure: State highway 154, Year Built: 1995, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 911 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 1,321 (year 2041), Design Load: HS 20+Mod, Features Intersected: LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.591, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 4307, Location: S 28 T 54 N R 7 W (Lat: 39.437981, Lng: -91.694089), Route carried "on" structure: State highway 154, Year Built: 1995, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 911 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 1,321 (year 2041), Design Load: HS 20+Mod, Features Intersected: BURBRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4307, Location: S 28 T 54 N R 7 W (Lat: 39.437981, Lng: -91.694089), Route carried "on" structure: State highway 154, Year Built: 1995, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 911 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 1,321 (year 2041), Design Load: HS 20+Mod, Features Intersected: BURBRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.953, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 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: 5389, Location: S 11 T 53 N R 7 W (Lat: 39.390692, Lng: -91.641756), Route carried "on" structure: State highway 19, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,931 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 5,569 (year 2041), Design Load: H 20, Features Intersected: GALLAHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.305, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
Structure Number: 5389, Location: S 11 T 53 N R 7 W (Lat: 39.390692, Lng: -91.641756), Route carried "on" structure: State highway 19, Year Built: 1930, Year Reconstructed: 1989, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,931 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 5,569 (year 2041), Design Load: H 20, Features Intersected: GALLAHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.305, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed
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Structure Number: 7728, Location: S 34 T 22 N R 13 W (Lat: 36.537850, Lng: -92.386028), Route carried "on" structure: State highway T, Year Built: 1954, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 512 (year 2041), Design Load: H 10, Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.809, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 7728, Location: S 34 T 22 N R 13 W (Lat: 36.537850, Lng: -92.386028), Route carried "on" structure: State highway T, Year Built: 1954, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 512 (year 2041), Design Load: H 10, Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.809, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 7729, Location: S 36 T 22 N R 13 W (Lat: 36.536189, Lng: -92.344378), Route carried "on" structure: State highway T, Year Built: 1954, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 512 (year 2041), Design Load: H 10, Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 7729, Location: S 36 T 22 N R 13 W (Lat: 36.536189, Lng: -92.344378), Route carried "on" structure: State highway T, Year Built: 1954, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 512 (year 2041), Design Load: H 10, Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 7784, Location: S 8 T 27 N R 3 E (Lat: 37.000794, Lng: -90.766033), Route carried "on" structure: State highway H, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 350 (year 2041), Design Load: H 10, Features Intersected: DEVILS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.620, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 7784, Location: S 8 T 27 N R 3 E (Lat: 37.000794, Lng: -90.766033), Route carried "on" structure: State highway H, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 350 (year 2041), Design Load: H 10, Features Intersected: DEVILS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.620, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 8432, Location: S 16 T 53 N R 7 W (Lat: 39.382750, Lng: -91.689014), Route carried "on" structure: State highway B, Year Built: 1965, Status: Posted for load, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 169 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 245 (year 2041), Design Load: H 15, Features Intersected: W LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8432, Location: S 16 T 53 N R 7 W (Lat: 39.382750, Lng: -91.689014), Route carried "on" structure: State highway B, Year Built: 1965, Status: Posted for load, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 169 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 245 (year 2041), Design Load: H 15, Features Intersected: W LICK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8564, Location: S 8 T 53 N R 7 W (Lat: 39.382683, Lng: -91.714386), Route carried "on" structure: State highway D, Year Built: 1930, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 319 (year 2041), Design Load: H 10, Features Intersected: BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8564, Location: S 8 T 53 N R 7 W (Lat: 39.382683, Lng: -91.714386), Route carried "on" structure: State highway D, Year Built: 1930, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 319 (year 2041), Design Load: H 10, Features Intersected: BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9575, Location: S 20 T 54 N R 6 W (Lat: 39.440111, Lng: -91.602703), Route carried "on" structure: State highway K, Year Built: 1965, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 138 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 200 (year 2041), Design Load: H 15, Features Intersected: CLEAR FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.863, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 9575, Location: S 20 T 54 N R 6 W (Lat: 39.440111, Lng: -91.602703), Route carried "on" structure: State highway K, Year Built: 1965, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 138 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 200 (year 2041), Design Load: H 15, Features Intersected: CLEAR FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.863, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020