Bridge Statistics for Quapaw, Oklahoma (OK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 174ft / 53.1mTotal length
- $13,002,000Total costs
- 109,573Total average daily traffic
- 28,198Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Quapaw
- No street view available for this location
- New bridges - historical statistics
- 71930-1939
- 61950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 52000-2009
- 22010-2019
- Bridge Condition - Deck
- 7.7%Very good
- 23.1%Good
- 30.8%Satisfactory
- 23.1%Fair
- 7.7%Poor
- 7.7%Critical
- Bridge Condition - Superstructure
- 7.7%Excellent
- 7.7%Very good
- 7.7%Good
- 46.2%Satisfactory
- 23.1%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 7.7%Excellent
- 15.4%Good
- 38.5%Satisfactory
- 23.1%Fair
- 7.7%Poor
- 7.7%Serious
- Bridge Condition - Channel
- 29.4%Very good
- 29.4%Good
- 17.6%Satisfactory
- 23.5%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 12.5%Fair
- 12.5%Poor
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Structure Number: 4561, Location: 0.4 MI N OF I-40 (Lat: 35.437778, Lng: -95.981525), Route carried "on" structure: City street 1961, Year Built: 1935, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20, Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $194,000, Total Project Cost: $565,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4561, Location: 0.4 MI N OF I-40 (Lat: 35.437778, Lng: -95.981525), Route carried "on" structure: City street 1961, Year Built: 1935, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,280 (year 2040), Design Load: HS 20, Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $194,000, Total Project Cost: $565,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4562, Location: 2 S & .1 E OF ATWOOD (Lat: 34.926117, Lng: -96.336144), Route carried "on" structure: County highway 3232C, Year Built: 1935, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.792, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $194,000, Total Project Cost: $565,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4562, Location: 2 S & .1 E OF ATWOOD (Lat: 34.926117, Lng: -96.336144), Route carried "on" structure: County highway 3232C, Year Built: 1935, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 720 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.792, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $194,000, Total Project Cost: $565,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4628, Location: .5S OF WESTVILLE (Lat: 35.982939, Lng: -94.565833), Route carried "on" structure: County highway N4740, Year Built: 1936, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 661 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, 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: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4628, Location: .5S OF WESTVILLE (Lat: 35.982939, Lng: -94.565833), Route carried "on" structure: County highway N4740, Year Built: 1936, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 413 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 661 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, 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: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6595, Location: 1.2 W OF QUAPAW (Lat: 36.954703, Lng: -94.812722), Route carried "on" structure: County highway N4590, Year Built: 1939, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: IRR N4570
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 21.2 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $89,000, Total Project Cost: $256,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6595, Location: 1.2 W OF QUAPAW (Lat: 36.954703, Lng: -94.812722), Route carried "on" structure: County highway N4590, Year Built: 1939, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: IRR N4570
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 21.2 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $89,000, Total Project Cost: $256,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7093, Location: E0020N4590001 (Lat: 36.987025, Lng: -94.814008), Route carried "on" structure: County highway E0020, Year Built: 1939, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
Structure Number: 7093, Location: E0020N4590001 (Lat: 36.987025, Lng: -94.814008), Route carried "on" structure: County highway E0020, Year Built: 1939, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 9275, Location: .9 S OF LINCOLNVILLE (Lat: 36.932886, Lng: -94.742978), Route carried "on" structure: State lands road E0058, Year Built: 1936, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: JOSEPHINE SMITH PK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $137,000, Total Project Cost: $397,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9275, Location: .9 S OF LINCOLNVILLE (Lat: 36.932886, Lng: -94.742978), Route carried "on" structure: State lands road E0058, Year Built: 1936, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: JOSEPHINE SMITH PK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $137,000, Total Project Cost: $397,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13666, Location: 9.4 MI N US60 (Lat: 36.910108, Lng: -94.787825), Route carried "on" structure: County highway 137, Year Built: 1956, Year Reconstructed: 1977, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 33,600 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.213, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.43m (30.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $1,141,000, Total Project Cost: $2,175,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13666, Location: 9.4 MI N US60 (Lat: 36.910108, Lng: -94.787825), Route carried "on" structure: County highway 137, Year Built: 1956, Year Reconstructed: 1977, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 21,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 33,600 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.213, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.43m (30.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $1,141,000, Total Project Cost: $2,175,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13843, Location: 78.33 MI NE OF TP GATE (Lat: 36.917744, Lng: -94.768797), Route carried "on" structure: County highway N4620, Year Built: 1957, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: H 15, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.112, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $590,000, Roadway Improvement Cost: $885,000, Total Project Cost: $1,690,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13843, Location: 78.33 MI NE OF TP GATE (Lat: 36.917744, Lng: -94.768797), Route carried "on" structure: County highway N4620, Year Built: 1957, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: H 15, Features Intersected: WILL ROGERS TP I-44 UND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.112, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $590,000, Roadway Improvement Cost: $885,000, Total Project Cost: $1,690,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13894, Location: 80.76 MI NE OF TP GATE (Lat: 36.929689, Lng: -94.727319), Route carried "on" structure: County highway 5808C, Year Built: 1957, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. E0060
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.972, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $1,046,000, Total Project Cost: $1,994,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13894, Location: 80.76 MI NE OF TP GATE (Lat: 36.929689, Lng: -94.727319), Route carried "on" structure: County highway 5808C, Year Built: 1957, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. E0060
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.972, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $1,046,000, Total Project Cost: $1,994,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15287, Location: 0.6 MI N US 69A (Lat: 36.952939, Lng: -94.830669), Route carried "on" structure: US 69, Year Built: 1961, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,840 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
Structure Number: 15287, Location: 0.6 MI N US 69A (Lat: 36.952939, Lng: -94.830669), Route carried "on" structure: US 69, Year Built: 1961, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,840 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2015)
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Structure Number: 16343, Location: .5 E .5 S OF PICHER (Lat: 36.972500, Lng: -94.833056), Route carried "on" structure: County highway 5802C, Year Built: 1965, Status: Closed, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.700, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Critical, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 3.52m (11.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $99,000, Total Project Cost: $285,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16343, Location: .5 E .5 S OF PICHER (Lat: 36.972500, Lng: -94.833056), Route carried "on" structure: County highway 5802C, Year Built: 1965, Status: Closed, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.700, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Critical, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 3.52m (11.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $99,000, Total Project Cost: $285,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17688, Location: E0020N4580001 (Lat: 36.986944, Lng: -94.810833), Route carried "on" structure: County highway E0020, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 20, Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 8.1m (26.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
Structure Number: 17688, Location: E0020N4580001 (Lat: 36.986944, Lng: -94.810833), Route carried "on" structure: County highway E0020, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 20, Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 8.1m (26.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2015)
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Structure Number: 22089, Location: 2.1 MI E OF SH 137 (Lat: 36.934408, Lng: -94.746631), Route carried "on" structure: County highway 5808C, Year Built: 1988, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 816 (year 2040), Design Load: HS 20, Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.66m (44.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $698,000, Roadway Improvement Cost: $384,000, Total Project Cost: $1,096,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22089, Location: 2.1 MI E OF SH 137 (Lat: 36.934408, Lng: -94.746631), Route carried "on" structure: County highway 5808C, Year Built: 1988, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 510 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 816 (year 2040), Design Load: HS 20, Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.66m (44.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $698,000, Roadway Improvement Cost: $384,000, Total Project Cost: $1,096,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28028, Location: 1E OF PITCHER (Lat: 36.986036, Lng: -94.812906), Route carried "on" structure: County highway N4580, Year Built: 1939, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.81m (9.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $251,000, Total Project Cost: $482,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28028, Location: 1E OF PITCHER (Lat: 36.986036, Lng: -94.812906), Route carried "on" structure: County highway N4580, Year Built: 1939, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.81m (9.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $251,000, Total Project Cost: $482,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28745, Location: 1S OF LINCOLNVILLE (Lat: 36.921011, Lng: -94.752342), Route carried "on" structure: County highway N4620, Year Built: 2006, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: IRR N4630
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2015)
Structure Number: 28745, Location: 1S OF LINCOLNVILLE (Lat: 36.921011, Lng: -94.752342), Route carried "on" structure: County highway N4620, Year Built: 2006, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: IRR N4630
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2015)
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Structure Number: 28746, Location: 3.65S 2E OF QUAPAW (Lat: 36.900350, Lng: -94.752922), Route carried "on" structure: County highway E0080, Year Built: 2006, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County 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: 3.4m (11.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2015)
Structure Number: 28746, Location: 3.65S 2E OF QUAPAW (Lat: 36.900350, Lng: -94.752922), Route carried "on" structure: County highway E0080, Year Built: 2006, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County 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: 3.4m (11.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2015)
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Structure Number: 29043, Location: 79.30NE OF TP GATE (Lat: 36.922653, Lng: -94.752344), Route carried "on" structure: Interstate 44, Year Built: 2007, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 30,400 (year 2040), Design Load: HS 20, Features Intersected: N4630 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.227, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.7m (81.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $555,000, Roadway Improvement Cost: $277,000, Total Project Cost: $887,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29043, Location: 79.30NE OF TP GATE (Lat: 36.922653, Lng: -94.752344), Route carried "on" structure: Interstate 44, Year Built: 2007, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 30,400 (year 2040), Design Load: HS 20, Features Intersected: N4630 UNDER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.227, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 24.7m (81.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $555,000, Roadway Improvement Cost: $277,000, Total Project Cost: $887,000 ( Estimate for 2015), 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: 29798, Location: 1E 1S OF QUAPAW (Lat: 36.932767, Lng: -94.750992), Route carried "on" structure: County highway N4630, Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29798, Location: 1E 1S OF QUAPAW (Lat: 36.932767, Lng: -94.750992), Route carried "on" structure: County highway N4630, Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30398, Location: 1212 S 119TH E. (Lat: 36.145556, Lng: -95.843333), Route carried "on" structure: City street N4024, Year Built: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: TUPELO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $225,000
Structure Number: 30398, Location: 1212 S 119TH E. (Lat: 36.145556, Lng: -95.843333), Route carried "on" structure: City street N4024, Year Built: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: TUPELO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Total Project Cost: $225,000
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Structure Number: 32052, Location: 2.3E OF S.H. 137 (Lat: 36.934444, Lng: -94.746667), Route carried "on" structure: County highway E0056, Year Built: 2017, Year Reconstructed: 2021, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: SPRING RIVER O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $225,000
Structure Number: 32052, Location: 2.3E OF S.H. 137 (Lat: 36.934444, Lng: -94.746667), Route carried "on" structure: County highway E0056, Year Built: 2017, Year Reconstructed: 2021, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2040), Design Load: HS 20, Features Intersected: SPRING RIVER O'FLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $225,000
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Structure Number: 32338, Location: BORDER BRIDGE (Lat: 36.998747, Lng: -94.801386), Route carried "on" structure: County highway E0010, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.553, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $225,000
Structure Number: 32338, Location: BORDER BRIDGE (Lat: 36.998747, Lng: -94.801386), Route carried "on" structure: County highway E0010, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: LYTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.553, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Total Project Cost: $225,000
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Structure Number: 13666, Location: 9.4 MI N US60 (Lat: 36.910108, Lng: -94.787825), Route carried "under" structure: Interstate 44, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 15%, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: OLD S.H. 137
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 32.213, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 13666, Location: 9.4 MI N US60 (Lat: 36.910108, Lng: -94.787825), Route carried "under" structure: Interstate 44, Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 15%, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: OLD S.H. 137
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 32.213, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 13843, Location: 78.33 MI NE OF TP GATE (Lat: 36.917744, Lng: -94.768797), Route carried "under" structure: Interstate 44, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 36%, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. N4620
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 34.112, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 13843, Location: 78.33 MI NE OF TP GATE (Lat: 36.917744, Lng: -94.768797), Route carried "under" structure: Interstate 44, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 36%, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. N4620
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 34.112, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
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Structure Number: 13894, Location: 80.76 MI NE OF TP GATE (Lat: 36.929689, Lng: -94.727319), Route carried "under" structure: Interstate 44, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 36%, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. E0060
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 37.972, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 13894, Location: 80.76 MI NE OF TP GATE (Lat: 36.929689, Lng: -94.727319), Route carried "under" structure: Interstate 44, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 36%, Features Intersected: WILL ROGERS TP I-44 UND, Facility Carried by Structure: CO. RD. E0060
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 37.972, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 29043, Location: 79.30NE OF TP GATE (Lat: 36.922653, Lng: -94.752344), Route carried "under" structure: County highway , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 10%, Features Intersected: N4630 UNDER, Facility Carried by Structure: WILL ROGERS TPI-44
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 35.558, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 29043, Location: 79.30NE OF TP GATE (Lat: 36.922653, Lng: -94.752344), Route carried "under" structure: County highway , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 10%, Features Intersected: N4630 UNDER, Facility Carried by Structure: WILL ROGERS TPI-44
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 35.558, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)