Bridge Statistics for Marble Hill, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 108ft / 32.7mTotal length
- $576,000Total costs
- 23,903Total average daily traffic
- 2,107Total average daily truck traffic
- 40,266Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Marble Hill
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 11930-1939
- 31970-1979
- 11980-1989
- 31990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Excellent
- 12.5%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 25.0%Excellent
- 62.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 7.7%Excellent
- 7.7%Very good
- 15.4%Good
- 46.2%Satisfactory
- 23.1%Fair
- Bridge Condition - Culverts
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
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Structure Number: 15233, Location: S 19 T 31 N R 10 E (Lat: 37.352717, Lng: -89.981994), Route carried "on" structure: County highway 88, Year Built: 1992, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: BIG CR, Facility Carried by Structure: COUNTY RD 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $196,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15233, Location: S 19 T 31 N R 10 E (Lat: 37.352717, Lng: -89.981994), Route carried "on" structure: County highway 88, Year Built: 1992, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: BIG CR, Facility Carried by Structure: COUNTY RD 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $196,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15802, Location: S 33 T 31 N R 10 E (Lat: 37.319333, Lng: -89.948608), Route carried "on" structure: County highway 100, Year Built: 1906, Year Reconstructed: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: HURRICANE CR, Facility Carried by Structure: COUNTY RD 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15802, Location: S 33 T 31 N R 10 E (Lat: 37.319333, Lng: -89.948608), Route carried "on" structure: County highway 100, Year Built: 1906, Year Reconstructed: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: HURRICANE CR, Facility Carried by Structure: COUNTY RD 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16417, Location: S 20 T 30 N R 10 E (Lat: 37.250306, Lng: -89.976014), Route carried "on" structure: County highway 119, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: DRY CR, Facility Carried by Structure: COUNTY RD 414
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.5 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16417, Location: S 20 T 30 N R 10 E (Lat: 37.250306, Lng: -89.976014), Route carried "on" structure: County highway 119, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: DRY CR, Facility Carried by Structure: COUNTY RD 414
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.5 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24495, Location: S 12 T 30 N R 9 E (Lat: 37.293000, Lng: -90.001417), Route carried "on" structure: County highway 501, Year Built: 1975, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 24 (year 2039), Features Intersected: OPOSSUM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 16.2 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: 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), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 24495, Location: S 12 T 30 N R 9 E (Lat: 37.293000, Lng: -90.001417), Route carried "on" structure: County highway 501, Year Built: 1975, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 24 (year 2039), Features Intersected: OPOSSUM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 16.2 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: 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), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2729, Location: S 6 T 30 N R 10 E (Lat: 37.302789, Lng: -89.978817), Route carried "on" structure: State highway 34, Year Built: 1973, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 10,258 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 17,952 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.310, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2729, Location: S 6 T 30 N R 10 E (Lat: 37.302789, Lng: -89.978817), Route carried "on" structure: State highway 34, Year Built: 1973, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 10,258 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 17,952 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.310, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 273, Location: S 4 T 30 N R 10 E (Lat: 37.305056, Lng: -89.956556), Route carried "on" structure: State highway 34, Year Built: 1975, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 4,270 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,473 (year 2041), Design Load: HS 20, Features Intersected: HURRICANE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.980, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 273, Location: S 4 T 30 N R 10 E (Lat: 37.305056, Lng: -89.956556), Route carried "on" structure: State highway 34, Year Built: 1975, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 4,270 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,473 (year 2041), Design Load: HS 20, Features Intersected: HURRICANE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.980, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 28887, Location: S 15 T 30 N R 10 E (Lat: 37.276778, Lng: -89.930194), Route carried "on" structure: County highway 402, Year Built: 1995, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2039), Design Load: H 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 79.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 28887, Location: S 15 T 30 N R 10 E (Lat: 37.276778, Lng: -89.930194), Route carried "on" structure: County highway 402, Year Built: 1995, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2039), Design Load: H 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 79.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 35441, Location: S 30 T 30 N R 10 E (Lat: 37.244078, Lng: -89.985531), Route carried "on" structure: State highway 51, Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,505 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 2,333 (year 2041), Features Intersected: DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.275, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Very good, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35441, Location: S 30 T 30 N R 10 E (Lat: 37.244078, Lng: -89.985531), Route carried "on" structure: State highway 51, Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,505 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 2,333 (year 2041), Features Intersected: DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.275, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Very good, 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3552, Location: S 19 T 31 N R 10 E (Lat: 37.349436, Lng: -89.986647), Route carried "on" structure: State highway CC, Year Built: 2017, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 405 (year 2041), Features Intersected: HURRICANE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 69.3 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3552, Location: S 19 T 31 N R 10 E (Lat: 37.349436, Lng: -89.986647), Route carried "on" structure: State highway CC, Year Built: 2017, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 405 (year 2041), Features Intersected: HURRICANE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 69.3 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3894, Location: S 7 T 30 N R 10 E (Lat: 37.291722, Lng: -89.980689), Route carried "on" structure: State highway 51, Year Built: 1992, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 2,365 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,666 (year 2041), Design Load: HS 20+Mod, Features Intersected: OPOSSUM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.662, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 3894, Location: S 7 T 30 N R 10 E (Lat: 37.291722, Lng: -89.980689), Route carried "on" structure: State highway 51, Year Built: 1992, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 2,365 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,666 (year 2041), Design Load: HS 20+Mod, Features Intersected: OPOSSUM CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.662, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 4501, Location: S 34 T 31 N R 10 E (Lat: 37.315169, Lng: -89.918125), Route carried "on" structure: State highway 34, Year Built: 1922, Year Reconstructed: 1940, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,196 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,843 (year 2041), Design Load: H 15, Features Intersected: DRUNKEN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.645, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2022
Structure Number: 4501, Location: S 34 T 31 N R 10 E (Lat: 37.315169, Lng: -89.918125), Route carried "on" structure: State highway 34, Year Built: 1922, Year Reconstructed: 1940, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,196 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,843 (year 2041), Design Load: H 15, Features Intersected: DRUNKEN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.645, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2022
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Structure Number: 4697, Location: S 31 T 31 N R 10 E (Lat: 37.317717, Lng: -89.987103), Route carried "on" structure: State highway 51, Year Built: 1922, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,754 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,719 (year 2041), Design Load: H 15, Features Intersected: ZIMMERMAN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.858, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $192,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 4697, Location: S 31 T 31 N R 10 E (Lat: 37.317717, Lng: -89.987103), Route carried "on" structure: State highway 51, Year Built: 1922, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,754 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,719 (year 2041), Design Load: H 15, Features Intersected: ZIMMERMAN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.858, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $192,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 8868, Location: S 19 T 30 N R 10 E (Lat: 37.260461, Lng: -89.977653), Route carried "on" structure: State highway N, Year Built: 1933, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,110 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,665 (year 2041), Design Load: H 10, Features Intersected: BR OF DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.707, 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: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 35.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 8868, Location: S 19 T 30 N R 10 E (Lat: 37.260461, Lng: -89.977653), Route carried "on" structure: State highway N, Year Built: 1933, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,110 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,665 (year 2041), Design Load: H 10, Features Intersected: BR OF DRY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.707, 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: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 35.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022