Bridge Statistics for Sedgewickville, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 148ft / 45.4mTotal length
- $853,000Total costs
- 5,422Total average daily traffic
- 889Total average daily truck traffic
- 8,764Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sedgewickville
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 21920-1929
- 31930-1939
- 11960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 22010-2019
- 22020-2022
- Bridge Condition - Deck
- 11.1%Excellent
- 22.2%Very good
- 33.3%Good
- 22.2%Fair
- 11.1%Serious
- Bridge Condition - Superstructure
- 22.2%Excellent
- 33.3%Very good
- 11.1%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 33.3%Very good
- 22.2%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 6.7%Very good
- 26.7%Good
- 33.3%Satisfactory
- 26.7%Fair
- 6.7%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 16.7%Fair
- 33.3%Poor
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Structure Number: 13027, Location: S 20 T 33 N R 10 E (Lat: 37.538333, Lng: -89.966667), Route carried "on" structure: County highway 27, Year Built: 1933, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: BUCK CR, Facility Carried by Structure: COUNTY RD 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022)
Structure Number: 13027, Location: S 20 T 33 N R 10 E (Lat: 37.538333, Lng: -89.966667), Route carried "on" structure: County highway 27, Year Built: 1933, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: BUCK CR, Facility Carried by Structure: COUNTY RD 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022)
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Structure Number: 13242, Location: S 15 T 33 N R 10 E (Lat: 37.542908, Lng: -89.925553), Route carried "on" structure: County highway 32, Year Built: 1919, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: BR OF WHITEWATER C, Facility Carried by Structure: COUNTY RD 238
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13242, Location: S 15 T 33 N R 10 E (Lat: 37.542908, Lng: -89.925553), Route carried "on" structure: County highway 32, Year Built: 1919, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: BR OF WHITEWATER C, Facility Carried by Structure: COUNTY RD 238
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13532, Location: S 12 T 33 N R 10 E (Lat: 37.571750, Lng: -89.886444), Route carried "on" structure: County highway 41, Year Built: 1972, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: BR OF CANEY CR, Facility Carried by Structure: COUNTY RD 234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 13532, Location: S 12 T 33 N R 10 E (Lat: 37.571750, Lng: -89.886444), Route carried "on" structure: County highway 41, Year Built: 1972, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: BR OF CANEY CR, Facility Carried by Structure: COUNTY RD 234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 13652, Location: S 19 T 33 N R 11 E (Lat: 37.530911, Lng: -89.873972), Route carried "on" structure: County highway 44, Year Built: 1920, 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: BR OF WHITEWATER C, Facility Carried by Structure: COUNTY RD 234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.5m (11.5ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 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: Better than 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: 13652, Location: S 19 T 33 N R 11 E (Lat: 37.530911, Lng: -89.873972), Route carried "on" structure: County highway 44, Year Built: 1920, 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: BR OF WHITEWATER C, Facility Carried by Structure: COUNTY RD 234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.5m (11.5ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 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: Better than 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: 13661, Location: S 25 T 33 N R 10 E (Lat: 37.521242, Lng: -89.883800), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: WHITEWATER RVR, Facility Carried by Structure: CITY ST 234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.13m (0.43ft), 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)
Structure Number: 13661, Location: S 25 T 33 N R 10 E (Lat: 37.521242, Lng: -89.883800), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: WHITEWATER RVR, Facility Carried by Structure: CITY ST 234
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
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: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.13m (0.43ft), 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)
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Structure Number: 13717, Location: S 23 T 33 N R 10 E (Lat: 37.531197, Lng: -89.899906), Route carried "on" structure: County highway 45, Year Built: 1915, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: WHITEWATER RVR, Facility Carried by Structure: COUNTY RD 236
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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: High priority of corrective action, Length Of Structure Improvement: 0.41m (1.35ft), 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: 13717, Location: S 23 T 33 N R 10 E (Lat: 37.531197, Lng: -89.899906), Route carried "on" structure: County highway 45, Year Built: 1915, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Features Intersected: WHITEWATER RVR, Facility Carried by Structure: COUNTY RD 236
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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: High priority of corrective action, Length Of Structure Improvement: 0.41m (1.35ft), 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: 20242, Location: S 780 T 33 N R 11 E (Lat: 37.498592, Lng: -89.858956), Route carried "on" structure: County highway 253, Year Built: 1981, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2040), Features Intersected: WHITEWATER RVR, Facility Carried by Structure: COUNTY RD 472
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20242, Location: S 780 T 33 N R 11 E (Lat: 37.498592, Lng: -89.858956), Route carried "on" structure: County highway 253, Year Built: 1981, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2040), Features Intersected: WHITEWATER RVR, Facility Carried by Structure: COUNTY RD 472
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33505, Location: S 17 T 33 N R 10 E (Lat: 37.548486, Lng: -89.952350), Route carried "on" structure: County highway 238, Year Built: 2011, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Design Load: HS 20, Features Intersected: WHITEWATER RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 33505, Location: S 17 T 33 N R 10 E (Lat: 37.548486, Lng: -89.952350), Route carried "on" structure: County highway 238, Year Built: 2011, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2039), Design Load: HS 20, Features Intersected: WHITEWATER RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35324, Location: S 32 T 33 N R 11 E (Lat: 37.506394, Lng: -89.859244), Route carried "on" structure: County highway 257, Year Built: 2016, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 24 (year 2040), Features Intersected: WHITE WATER RVR, Facility Carried by Structure: COUNTY RD 477
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35324, Location: S 32 T 33 N R 11 E (Lat: 37.506394, Lng: -89.859244), Route carried "on" structure: County highway 257, Year Built: 2016, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 24 (year 2040), Features Intersected: WHITE WATER RVR, Facility Carried by Structure: COUNTY RD 477
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36336, Location: S 29 T 33 N R 11 E (Lat: 37.519228, Lng: -89.838117), Route carried "on" structure: State highway AA, Year Built: 2020, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 236 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 366 (year 2041), Features Intersected: CANEY FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, 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: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36336, Location: S 29 T 33 N R 11 E (Lat: 37.519228, Lng: -89.838117), Route carried "on" structure: State highway AA, Year Built: 2020, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 236 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 366 (year 2041), Features Intersected: CANEY FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, 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: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36667, Location: S 6 T 32 N R 11 E (Lat: 37.486503, Lng: -89.877083), Route carried "on" structure: County highway 500, Year Built: 2021, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2041), Design Load: HS 20, Features Intersected: WOLF CR, Facility Carried by Structure: CRD 224
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, 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: 36667, Location: S 6 T 32 N R 11 E (Lat: 37.486503, Lng: -89.877083), Route carried "on" structure: County highway 500, Year Built: 2021, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2041), Design Load: HS 20, Features Intersected: WOLF CR, Facility Carried by Structure: CRD 224
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, 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: 4061, Location: S 3 T 32 N R 10 E (Lat: 37.495150, Lng: -89.924250), Route carried "on" structure: State highway 72, Year Built: 1992, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 2,788 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 4,879 (year 2041), Design Load: HS 20, Features Intersected: LIT MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.797, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 99.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: January 2022
Structure Number: 4061, Location: S 3 T 32 N R 10 E (Lat: 37.495150, Lng: -89.924250), Route carried "on" structure: State highway 72, Year Built: 1992, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 2,788 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 4,879 (year 2041), Design Load: HS 20, Features Intersected: LIT MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.797, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 99.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: January 2022
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Structure Number: 5892, Location: S 778 T 33 N R 10 E (Lat: 37.535031, Lng: -89.917200), Route carried "on" structure: State highway K, Year Built: 1936, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 531 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 797 (year 2041), Design Load: H 15, Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.332, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5892, Location: S 778 T 33 N R 10 E (Lat: 37.535031, Lng: -89.917200), Route carried "on" structure: State highway K, Year Built: 1936, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 531 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 797 (year 2041), Design Load: H 15, Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.332, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9069, Location: S 35 T 33 N R 10 E (Lat: 37.496636, Lng: -89.911714), Route carried "on" structure: State highway K, Year Built: 1935, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 1,590 (year 2041), Design Load: H 15, Features Intersected: WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.885, 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: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 9069, Location: S 35 T 33 N R 10 E (Lat: 37.496636, Lng: -89.911714), Route carried "on" structure: State highway K, Year Built: 1935, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 1,590 (year 2041), Design Load: H 15, Features Intersected: WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.885, 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: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present 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: 9243, Location: S 11 T 32 N R 10 E (Lat: 37.471314, Lng: -89.906367), Route carried "on" structure: State highway B, Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 477 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 716 (year 2041), Design Load: H 15, Features Intersected: LIT MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.534, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9243, Location: S 11 T 32 N R 10 E (Lat: 37.471314, Lng: -89.906367), Route carried "on" structure: State highway B, Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 477 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 716 (year 2041), Design Load: H 15, Features Intersected: LIT MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.534, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing