Bridge Statistics for Mapleton, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 128ft / 39.4mTotal length
- $689,000Total costs
- 1,216Total average daily traffic
- 75Total average daily truck traffic
- 1,396Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mapleton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41930-1939
- 21950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 22.2%Very good
- 11.1%Good
- 22.2%Satisfactory
- 33.3%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 11.1%Very good
- 22.2%Good
- 44.4%Satisfactory
- 22.2%Poor
- Bridge Condition - Substructure
- 22.2%Very good
- 44.4%Good
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 7.1%Very good
- 28.6%Good
- 28.6%Satisfactory
- 35.7%Fair
- Bridge Condition - Culverts
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Serious
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Structure Number: 604, Location: 4.0E 0.8S OF XENIA (Lat: 37.982778, Lng: -94.915286), Route carried "on" structure: County highway 1197, Year Built: 1975, Status: Posted for load, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 48 (year 2006), Average Future Daily Traffic: 48 (year 2039), Design Load: H 20, Features Intersected: LITTLE OSAGE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.777, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 604, Location: 4.0E 0.8S OF XENIA (Lat: 37.982778, Lng: -94.915286), Route carried "on" structure: County highway 1197, Year Built: 1975, Status: Posted for load, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 48 (year 2006), Average Future Daily Traffic: 48 (year 2039), Design Load: H 20, Features Intersected: LITTLE OSAGE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.777, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6051, Location: 0.5N 1.2W OF MAPLETON (Lat: 38.023056, Lng: -94.910833), Route carried "on" structure: County highway 1768, Year Built: 1962, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 113 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 113 (year 2039), Design Load: H 15, Features Intersected: OPOSSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.932, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $10,000, Total Project Cost: $105,000
Structure Number: 6051, Location: 0.5N 1.2W OF MAPLETON (Lat: 38.023056, Lng: -94.910833), Route carried "on" structure: County highway 1768, Year Built: 1962, Status: Posted for load, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 113 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 113 (year 2039), Design Load: H 15, Features Intersected: OPOSSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.932, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $10,000, Total Project Cost: $105,000
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Structure Number: 61085505766, Location: 2.0S OF MAPLETON (Lat: 37.983775, Lng: -94.886389), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 30 (year 2042), Features Intersected: TIPPIE CREEK, Facility Carried by Structure: Local 10.5-D.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $35,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 61085505766, Location: 2.0S OF MAPLETON (Lat: 37.983775, Lng: -94.886389), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 30 (year 2042), Features Intersected: TIPPIE CREEK, Facility Carried by Structure: Local 10.5-D.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 2.07m (6.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $35,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 61087305762, Location: 0.2E 1.2S OF MAPLETON (Lat: 37.990206, Lng: -94.874208), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 25 (year 2042), Features Intersected: TRIB. LITTLE OSAGE RIVER, Facility Carried by Structure: Local 11.3-D.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 5.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $35,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 61087305762, Location: 0.2E 1.2S OF MAPLETON (Lat: 37.990206, Lng: -94.874208), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 25 (year 2042), Features Intersected: TRIB. LITTLE OSAGE RIVER, Facility Carried by Structure: Local 11.3-D.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 5.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $35,000, Total Project Cost: $200,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6108760574, Location: 0.6E OF MAPLETON (Lat: 38.008217, Lng: -94.866667), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 70 (year 2006), Average Future Daily Traffic: 70 (year 2042), Features Intersected: TRIB. LITTLE OSAGE RIVER, Facility Carried by Structure: Local 11.6-C.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Serious, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $3,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6108760574, Location: 0.6E OF MAPLETON (Lat: 38.008217, Lng: -94.866667), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 70 (year 2006), Average Future Daily Traffic: 70 (year 2042), Features Intersected: TRIB. LITTLE OSAGE RIVER, Facility Carried by Structure: Local 11.6-C.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Serious, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $3,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 6109190576, Location: 3.0E 1.5S OD MAPLETON (Lat: 37.993867, Lng: -94.824514), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 40 (year 2039), Features Intersected: TRIB. LITTLE OSAGE RIVER, Facility Carried by Structure: Local 13.9-D.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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 desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $15,000, Total Project Cost: $135,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6109190576, Location: 3.0E 1.5S OD MAPLETON (Lat: 37.993867, Lng: -94.824514), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 40 (year 2039), Features Intersected: TRIB. LITTLE OSAGE RIVER, Facility Carried by Structure: Local 13.9-D.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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 desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $15,000, Total Project Cost: $135,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54108720568, Location: 3.8W OF MANTEY (Lat: 38.051822, Lng: -94.874436), Route carried "on" structure: County highway 5402, Year Built: 1958, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 50 (year 2037), Features Intersected: TRIB. TO LOST CREEK, Facility Carried by Structure: MINOR COL 71A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, 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: 26.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54108720568, Location: 3.8W OF MANTEY (Lat: 38.051822, Lng: -94.874436), Route carried "on" structure: County highway 5402, Year Built: 1958, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 50 (year 2037), Features Intersected: TRIB. TO LOST CREEK, Facility Carried by Structure: MINOR COL 71A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, 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: 26.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54108760568, Location: 3.4W OF MANTEY (Lat: 38.051839, Lng: -94.867689), Route carried "on" structure: County highway 5402, Year Built: 1958, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 50 (year 2037), Features Intersected: LOST CREEK, Facility Carried by Structure: MINOR COL 71B
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: 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: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54108760568, Location: 3.4W OF MANTEY (Lat: 38.051839, Lng: -94.867689), Route carried "on" structure: County highway 5402, Year Built: 1958, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 50 (year 2037), Features Intersected: LOST CREEK, Facility Carried by Structure: MINOR COL 71B
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: 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: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54108790568, Location: 3.1W OF MANTEY (Lat: 38.051867, Lng: -94.860722), Route carried "on" structure: County highway 5402, Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 50 (year 2037), Features Intersected: TRIB. TO LOST CREEK, Facility Carried by Structure: MINOR COL 71C
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54108790568, Location: 3.1W OF MANTEY (Lat: 38.051867, Lng: -94.860722), Route carried "on" structure: County highway 5402, Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 50 (year 2037), Features Intersected: TRIB. TO LOST CREEK, Facility Carried by Structure: MINOR COL 71C
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5410893057, Location: 1.0S 3.7W OF MANTEY (Lat: 38.037319, Lng: -94.854606), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 25 (year 2037), Features Intersected: LOST CREEK, Facility Carried by Structure: LOCAL RD. 75B
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5410893057, Location: 1.0S 3.7W OF MANTEY (Lat: 38.037319, Lng: -94.854606), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 25 (year 2037), Features Intersected: LOST CREEK, Facility Carried by Structure: LOCAL RD. 75B
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999900700060781, Location: 13.18 MI NJCT US54 (Lat: 38.005556, Lng: -94.823333), Route carried "on" structure: State highway 7, Year Built: 2004, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 97 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 121 (year 2041), Design Load: HS 20, Features Intersected: LITTLE OSAGE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 54.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 25.89m (84.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900700060781, Location: 13.18 MI NJCT US54 (Lat: 38.005556, Lng: -94.823333), Route carried "on" structure: State highway 7, Year Built: 2004, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 97 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 121 (year 2041), Design Load: HS 20, Features Intersected: LITTLE OSAGE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 54.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 25.89m (84.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999903100540311, Location: 1.75 MI N BOURBON COLN (Lat: 38.061667, Lng: -94.878889), Route carried "on" structure: State highway 31, Year Built: 1980, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 341 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 442 (year 2041), Design Load: HS 20, Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 24.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999903100540311, Location: 1.75 MI N BOURBON COLN (Lat: 38.061667, Lng: -94.878889), Route carried "on" structure: State highway 31, Year Built: 1980, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 341 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 442 (year 2041), Design Load: HS 20, Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 24.208, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999906500060681, Location: 9.95 MI E K-3 (Lat: 38.007222, Lng: -94.895833), Route carried "on" structure: State highway 65, Year Built: 1993, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 156 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 166 (year 2041), Design Load: HS 20, Features Intersected: OPOSSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999906500060681, Location: 9.95 MI E K-3 (Lat: 38.007222, Lng: -94.895833), Route carried "on" structure: State highway 65, Year Built: 1993, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 156 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 166 (year 2041), Design Load: HS 20, Features Intersected: OPOSSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.804, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999906500060891, Location: .96 MI SW K-31 (Lat: 38.008056, Lng: -94.890833), Route carried "on" structure: State highway 65, Year Built: 2004, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 156 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 166 (year 2041), Design Load: HS 20, Features Intersected: LITTLE OSAGE DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Inventory Rating: 71.7 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.27m (10.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999906500060891, Location: .96 MI SW K-31 (Lat: 38.008056, Lng: -94.890833), Route carried "on" structure: State highway 65, Year Built: 2004, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 156 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 166 (year 2041), Design Load: HS 20, Features Intersected: LITTLE OSAGE DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Inventory Rating: 71.7 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.27m (10.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing