Bridge Statistics for Pittsburg, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 49Number of bridges
- 531ft / 162mTotal length
- $2,040,000Total costs
- 114,477Total average daily traffic
- 11,900Total average daily truck traffic
- 153,341Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pittsburg
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 61930-1939
- 31940-1949
- 31950-1959
- 11960-1969
- 131970-1979
- 31980-1989
- 81990-1999
- 42000-2009
- 32010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 23.3%Very good
- 43.3%Good
- 16.7%Satisfactory
- 13.3%Fair
- 3.3%Poor
- Bridge Condition - Superstructure
- 40.0%Very good
- 46.7%Good
- 3.3%Satisfactory
- 6.7%Fair
- 3.3%Poor
- Bridge Condition - Substructure
- 46.7%Very good
- 36.7%Good
- 6.7%Satisfactory
- 10.0%Poor
- Bridge Condition - Channel
- 15.2%Very good
- 43.5%Good
- 26.1%Satisfactory
- 15.2%Fair
- Bridge Condition - Culverts
- 63.2%Good
- 36.8%Satisfactory
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Structure Number: 1903, Location: 1.0W OF CAPALDO (Lat: 37.468114, Lng: -94.741836), Route carried "on" structure: County highway 173, Year Built: 1930, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 677 (year 2013), Average Future Daily Traffic: 812 (year 2039), Features Intersected: TRIB. MIDDLE COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, 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: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 1903, Location: 1.0W OF CAPALDO (Lat: 37.468114, Lng: -94.741836), Route carried "on" structure: County highway 173, Year Built: 1930, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 677 (year 2013), Average Future Daily Traffic: 812 (year 2039), Features Intersected: TRIB. MIDDLE COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, 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: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 190301, Location: 1.0W OF CAPALDO (Lat: 37.469456, Lng: -94.742867), Route carried "on" structure: County highway 173, Year Built: 1990, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,705 (year 2013), Average Future Daily Traffic: 2,046 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO MIDDLE COW CRK.
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: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2001
Structure Number: 190301, Location: 1.0W OF CAPALDO (Lat: 37.469456, Lng: -94.742867), Route carried "on" structure: County highway 173, Year Built: 1990, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 1,705 (year 2013), Average Future Daily Traffic: 2,046 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO MIDDLE COW CRK.
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: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 83.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2001
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Structure Number: 19031, Location: 1.0S 4.0E OF PITTSBURG (Lat: 37.368183, Lng: -94.631475), Route carried "on" structure: County highway 174, Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,545 (year 2010), Average Future Daily Traffic: 3,054 (year 2039), Features Intersected: TRIB. TO TAYLOR BRANCH
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 4 degrees, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $110,000, Total Project Cost: $210,000 ( Estimate for 2016)
Structure Number: 19031, Location: 1.0S 4.0E OF PITTSBURG (Lat: 37.368183, Lng: -94.631475), Route carried "on" structure: County highway 174, Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,545 (year 2010), Average Future Daily Traffic: 3,054 (year 2039), Features Intersected: TRIB. TO TAYLOR BRANCH
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 4 degrees, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $110,000, Total Project Cost: $210,000 ( Estimate for 2016)
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Structure Number: 19032, Location: 3.0E OF PITTSBURG (Lat: 37.385042, Lng: -94.631353), Route carried "on" structure: County highway 174, Year Built: 1996, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,545 (year 2013), Average Future Daily Traffic: 3,054 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO LITTLE COW CK.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 19032, Location: 3.0E OF PITTSBURG (Lat: 37.385042, Lng: -94.631353), Route carried "on" structure: County highway 174, Year Built: 1996, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,545 (year 2013), Average Future Daily Traffic: 3,054 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO LITTLE COW CK.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 19033, Location: 2.0E OF PITTSBURG (Lat: 37.413089, Lng: -94.631161), Route carried "on" structure: County highway 174, Year Built: 1925, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,100 (year 2013), Average Future Daily Traffic: 1,320 (year 2039), Features Intersected: TRIB. TO LITTLE COW CK.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.5 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: High priority of replacement, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $110,000, Total Project Cost: $290,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19033, Location: 2.0E OF PITTSBURG (Lat: 37.413089, Lng: -94.631161), Route carried "on" structure: County highway 174, Year Built: 1925, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,100 (year 2013), Average Future Daily Traffic: 1,320 (year 2039), Features Intersected: TRIB. TO LITTLE COW CK.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.5 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: High priority of replacement, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $110,000, Total Project Cost: $290,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19034, Location: 2.0E OF PITTSBURG (Lat: 37.419822, Lng: -94.631133), Route carried "on" structure: County highway 174, Year Built: 1957, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,100 (year 2013), Average Future Daily Traffic: 1,320 (year 2039), Design Load: H 15, Features Intersected: TRIB. TO LITTLE COW CK.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, 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: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $110,000, Total Project Cost: $290,000 ( Estimate for 2016)
Structure Number: 19034, Location: 2.0E OF PITTSBURG (Lat: 37.419822, Lng: -94.631133), Route carried "on" structure: County highway 174, Year Built: 1957, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,100 (year 2013), Average Future Daily Traffic: 1,320 (year 2039), Design Load: H 15, Features Intersected: TRIB. TO LITTLE COW CK.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, 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: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $110,000, Total Project Cost: $290,000 ( Estimate for 2016)
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Structure Number: 19059, Location: 1.0E OF PITTSBURG (Lat: 37.396378, Lng: -94.669072), Route carried "on" structure: County highway 1184, Year Built: 1961, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 800 (year 2015), Average Future Daily Traffic: 960 (year 2038), Design Load: H 15, Features Intersected: LITTLE COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19059, Location: 1.0E OF PITTSBURG (Lat: 37.396378, Lng: -94.669072), Route carried "on" structure: County highway 1184, Year Built: 1961, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 800 (year 2015), Average Future Daily Traffic: 960 (year 2038), Design Load: H 15, Features Intersected: LITTLE COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 190644, Location: 2.0S OF CAPALDO (Lat: 37.440489, Lng: -94.724864), Route carried "on" structure: County highway 1584, Year Built: 1959, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,584 (year 2013), Average Future Daily Traffic: 1,901 (year 2038), Design Load: H 15, Features Intersected: TRIB. TO COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, 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: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 190644, Location: 2.0S OF CAPALDO (Lat: 37.440489, Lng: -94.724864), Route carried "on" structure: County highway 1584, Year Built: 1959, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,584 (year 2013), Average Future Daily Traffic: 1,901 (year 2038), Design Load: H 15, Features Intersected: TRIB. TO COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, 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: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 190691, Location: 2.0S K-126 1.8E ALT US-69 (Lat: 37.381769, Lng: -94.669981), Route carried "on" structure: County highway 2189, Year Built: 2017, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 1,709 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,050 (year 2040), Design Load: HL 93, Features Intersected: EAST COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), 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: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 190691, Location: 2.0S K-126 1.8E ALT US-69 (Lat: 37.381769, Lng: -94.669981), Route carried "on" structure: County highway 2189, Year Built: 2017, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 1,709 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,050 (year 2040), Design Load: HL 93, Features Intersected: EAST COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), 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: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 190701, Location: 2.0S 2.8E OF PITTSBURG (Lat: 37.381681, Lng: -94.652267), Route carried "on" structure: Interstate 2189, Year Built: 2014, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 1,709 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,051 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO EAST COW CK.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 190701, Location: 2.0S 2.8E OF PITTSBURG (Lat: 37.381681, Lng: -94.652267), Route carried "on" structure: Interstate 2189, Year Built: 2014, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 1,709 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,051 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO EAST COW CK.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 111111006662, Location: 5.0E 1.8N OF WEIR (Lat: 37.335000, Lng: -94.668333), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TRIB. TO COW CREEK, Facility Carried by Structure: LOCAL RD. X-1.2
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: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 111111006662, Location: 5.0E 1.8N OF WEIR (Lat: 37.335000, Lng: -94.668333), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TRIB. TO COW CREEK, Facility Carried by Structure: LOCAL RD. X-1.2
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: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 1910973065, Location: 4.0S 2.8E OF GIRARD (Lat: 37.454997, Lng: -94.789422), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Design Load: H 20, Features Intersected: SECOND COW CREEK, Facility Carried by Structure: LOCAL RD. 136
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1910973065, Location: 4.0S 2.8E OF GIRARD (Lat: 37.454997, Lng: -94.789422), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Design Load: H 20, Features Intersected: SECOND COW CREEK, Facility Carried by Structure: LOCAL RD. 136
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19109790652, Location: 5.0S 3.4E OF GIRARD (Lat: 37.440367, Lng: -94.778628), Route carried "on" structure: County highway 1908, Year Built: 1975, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Features Intersected: SECOND COW CREEK, Facility Carried by Structure: MINOR COL 137
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19109790652, Location: 5.0S 3.4E OF GIRARD (Lat: 37.440367, Lng: -94.778628), Route carried "on" structure: County highway 1908, Year Built: 1975, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Features Intersected: SECOND COW CREEK, Facility Carried by Structure: MINOR COL 137
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 191099006521, Location: 4.0W 1.9N OF PITTSBURG (Lat: 37.439761, Lng: -94.779114), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Features Intersected: TRIB. TO COW CREEK, Facility Carried by Structure: LOCAL RD. 193
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 191099006521, Location: 4.0W 1.9N OF PITTSBURG (Lat: 37.439761, Lng: -94.779114), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Features Intersected: TRIB. TO COW CREEK, Facility Carried by Structure: LOCAL RD. 193
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 19109990652, Location: 5.0S 4.4E OF GIRARD (Lat: 37.440325, Lng: -94.760314), Route carried "on" structure: County highway 1908, Year Built: 1935, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Features Intersected: TRIB. TO COW CREEK, Facility Carried by Structure: MINOR COL 138
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 19109990652, Location: 5.0S 4.4E OF GIRARD (Lat: 37.440325, Lng: -94.760314), Route carried "on" structure: County highway 1908, Year Built: 1935, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Features Intersected: TRIB. TO COW CREEK, Facility Carried by Structure: MINOR COL 138
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 19110390654, Location: 1.0S 1.2W OF FRONTENAC (Lat: 37.425811, Lng: -94.725469), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 400 (year 2013), Average Future Daily Traffic: 480 (year 2040), Features Intersected: TRIB. TO MIDDLE COW CK., Facility Carried by Structure: LOCAL RD. 69A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.61m (8.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $110,000, Total Project Cost: $340,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19110390654, Location: 1.0S 1.2W OF FRONTENAC (Lat: 37.425811, Lng: -94.725469), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 400 (year 2013), Average Future Daily Traffic: 480 (year 2040), Features Intersected: TRIB. TO MIDDLE COW CK., Facility Carried by Structure: LOCAL RD. 69A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.61m (8.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $110,000, Total Project Cost: $340,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191105006521, Location: 1.9N 1.0E OF PITTSBURG (Lat: 37.439333, Lng: -94.723314), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2040), Features Intersected: TRIB. TO FIRST COW CK., Facility Carried by Structure: LOCAL RD. 200
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 191105006521, Location: 1.9N 1.0E OF PITTSBURG (Lat: 37.439333, Lng: -94.723314), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2040), Features Intersected: TRIB. TO FIRST COW CK., Facility Carried by Structure: LOCAL RD. 200
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 191105006522, Location: 1.8N 1.0W OF PITTSBURG (Lat: 37.437567, Lng: -94.723333), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2039), Features Intersected: TRIB. TO FIRST COW CK., Facility Carried by Structure: LOCAL RD. 201
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020
Structure Number: 191105006522, Location: 1.8N 1.0W OF PITTSBURG (Lat: 37.437567, Lng: -94.723333), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2039), Features Intersected: TRIB. TO FIRST COW CK., Facility Carried by Structure: LOCAL RD. 201
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020
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Structure Number: 19110510654, Location: 1.0N 0.9W OF FRONTENAC (Lat: 37.425772, Lng: -94.721097), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 350 (year 2013), Average Future Daily Traffic: 420 (year 2040), Features Intersected: MIDDLE COW CREEK, Facility Carried by Structure: (FAU 4522) 70A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.17m (16.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $110,000, Total Project Cost: $560,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19110510654, Location: 1.0N 0.9W OF FRONTENAC (Lat: 37.425772, Lng: -94.721097), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 350 (year 2013), Average Future Daily Traffic: 420 (year 2040), Features Intersected: MIDDLE COW CREEK, Facility Carried by Structure: (FAU 4522) 70A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.17m (16.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $110,000, Total Project Cost: $560,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1911054066, Location: 2.0S 0.6W OF PITTSBURG (Lat: 37.381939, Lng: -94.715964), Route carried "on" structure: County highway 1902, Year Built: 2007, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 800 (year 2013), Average Future Daily Traffic: 960 (year 2040), Design Load: H 20, Features Intersected: COW CREEK, Facility Carried by Structure: MINOR COL 202
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), 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: 59.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 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: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1911054066, Location: 2.0S 0.6W OF PITTSBURG (Lat: 37.381939, Lng: -94.715964), Route carried "on" structure: County highway 1902, Year Built: 2007, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 800 (year 2013), Average Future Daily Traffic: 960 (year 2040), Design Load: H 20, Features Intersected: COW CREEK, Facility Carried by Structure: MINOR COL 202
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), 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: 59.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 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: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191107006603, Location: 2.3S OF PITTSBURG (Lat: 37.378953, Lng: -94.705186), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 1,000 (year 2013), Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: LOCAL RD. 190
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), 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: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 191107006603, Location: 2.3S OF PITTSBURG (Lat: 37.378953, Lng: -94.705186), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 1,000 (year 2013), Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: LOCAL RD. 190
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), 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: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 191107006606, Location: 2.7S OF PITTSBURG (Lat: 37.372694, Lng: -94.705147), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 1,000 (year 2013), Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 20, Features Intersected: COW CREEK OVERFLOW, Facility Carried by Structure: LOCAL RD. 192
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), 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: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 191107006606, Location: 2.7S OF PITTSBURG (Lat: 37.372694, Lng: -94.705147), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 1,000 (year 2013), Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 20, Features Intersected: COW CREEK OVERFLOW, Facility Carried by Structure: LOCAL RD. 192
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), 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: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19110950662, Location: 3.0S 1.5E OF PITTSBURG (Lat: 37.367392, Lng: -94.676844), Route carried "on" structure: County highway 1935, Year Built: 1976, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2039), Design Load: H 20, Features Intersected: EAST COW CREEK, Facility Carried by Structure: MINOR COL 186
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.1 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: 24.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19110950662, Location: 3.0S 1.5E OF PITTSBURG (Lat: 37.367392, Lng: -94.676844), Route carried "on" structure: County highway 1935, Year Built: 1976, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2039), Design Load: H 20, Features Intersected: EAST COW CREEK, Facility Carried by Structure: MINOR COL 186
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.1 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: 24.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 191111006606, Location: 2.6S 2.0E OF PITTSBURG (Lat: 37.373933, Lng: -94.668278), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2039), Design Load: H 20, Features Intersected: TRIB.TO EAST COW CREEK, Facility Carried by Structure: LOCAL RD. 177
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: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021
Structure Number: 191111006606, Location: 2.6S 2.0E OF PITTSBURG (Lat: 37.373933, Lng: -94.668278), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2039), Design Load: H 20, Features Intersected: TRIB.TO EAST COW CREEK, Facility Carried by Structure: LOCAL RD. 177
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: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021
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Structure Number: 19111110652, Location: 1.0S 1.1E OF FRONTENAC (Lat: 37.440194, Lng: -94.665333), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Design Load: H 20, Features Intersected: TRIB. TO EAST COW CK., Facility Carried by Structure: LOCAL RD. 139
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.5 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), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021
Structure Number: 19111110652, Location: 1.0S 1.1E OF FRONTENAC (Lat: 37.440194, Lng: -94.665333), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 36 (year 2039), Design Load: H 20, Features Intersected: TRIB. TO EAST COW CK., Facility Carried by Structure: LOCAL RD. 139
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.5 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), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021
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Structure Number: 19111110664, Location: 4.0S 2.1E OF PITTSBURG (Lat: 37.352872, Lng: -94.667408), Route carried "on" structure: County highway , Year Built: 1923, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 24 (year 2039), Features Intersected: TRIB. TO COW CREEK, Facility Carried by Structure: LOCAL RD. 189
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19111110664, Location: 4.0S 2.1E OF PITTSBURG (Lat: 37.352872, Lng: -94.667408), Route carried "on" structure: County highway , Year Built: 1923, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 24 (year 2039), Features Intersected: TRIB. TO COW CREEK, Facility Carried by Structure: LOCAL RD. 189
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19111300654, Location: 1.0N 3.0E OF PITTSBURG (Lat: 37.425583, Lng: -94.650042), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2040), Design Load: H 20, Features Intersected: LITTLE COW CREEK, Facility Carried by Structure: LOCAL RD. 198
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19111300654, Location: 1.0N 3.0E OF PITTSBURG (Lat: 37.425583, Lng: -94.650042), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2040), Design Load: H 20, Features Intersected: LITTLE COW CREEK, Facility Carried by Structure: LOCAL RD. 198
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 191113006546, Location: 0.4N K-126 3.0E ALT US-69 (Lat: 37.416558, Lng: -94.649889), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO EAST COW CK., Facility Carried by Structure: LOCAL RD. 155
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 191113006546, Location: 0.4N K-126 3.0E ALT US-69 (Lat: 37.416558, Lng: -94.649889), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO EAST COW CK., Facility Carried by Structure: LOCAL RD. 155
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 191113106523, Location: 1.7N K-126 3.1E ALT US-69 (Lat: 37.436458, Lng: -94.648372), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 24 (year 2039), Design Load: HS 20, Features Intersected: EAST COW CREEK, Facility Carried by Structure: LOCAL RD. 149
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 191113106523, Location: 1.7N K-126 3.1E ALT US-69 (Lat: 37.436458, Lng: -94.648372), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 24 (year 2039), Design Load: HS 20, Features Intersected: EAST COW CREEK, Facility Carried by Structure: LOCAL RD. 149
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19111310654, Location: 1.0N K-126 3.1E ALT US-69 (Lat: 37.425558, Lng: -94.646092), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2039), Features Intersected: TRIB. TO EAST COW CK., Facility Carried by Structure: LOCAL RD. 150
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $110,000, Total Project Cost: $330,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19111310654, Location: 1.0N K-126 3.1E ALT US-69 (Lat: 37.425558, Lng: -94.646092), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2039), Features Intersected: TRIB. TO EAST COW CK., Facility Carried by Structure: LOCAL RD. 150
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $110,000, Total Project Cost: $330,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 456020194506004, Location: E. Edge of Pittsburg (Lat: 37.396331, Lng: -94.679822), Route carried "on" structure: City street 4506, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: H 15, Features Intersected: Trib. to Little Cow Crk, Facility Carried by Structure: East Quincy
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $20,000
Structure Number: 456020194506004, Location: E. Edge of Pittsburg (Lat: 37.396331, Lng: -94.679822), Route carried "on" structure: City street 4506, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: H 15, Features Intersected: Trib. to Little Cow Crk, Facility Carried by Structure: East Quincy
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $5,000, Total Project Cost: $20,000
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Structure Number: 456020194524003, Location: 20th and Russell (Lat: 37.425644, Lng: -94.681672), Route carried "on" structure: City street 4524, Year Built: 1990, Status: Posted for load, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 1,520 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20, Features Intersected: Taylors Branch, Facility Carried by Structure: 20th Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 456020194524003, Location: 20th and Russell (Lat: 37.425644, Lng: -94.681672), Route carried "on" structure: City street 4524, Year Built: 1990, Status: Posted for load, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 1,520 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20, Features Intersected: Taylors Branch, Facility Carried by Structure: 20th Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 9, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 456020194528006, Location: .5 mi. W, US 69/ US 60 (Lat: 37.440422, Lng: -94.715342), Route carried "on" structure: City street 4528, Year Built: 2012, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 1,615 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HL 93, Features Intersected: First Cow Creek, Facility Carried by Structure: Atkinson Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 456020194528006, Location: .5 mi. W, US 69/ US 60 (Lat: 37.440422, Lng: -94.715342), Route carried "on" structure: City street 4528, Year Built: 2012, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 1,615 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HL 93, Features Intersected: First Cow Creek, Facility Carried by Structure: Atkinson Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 456020194541002, Location: 27th and Rouse Ave. (Lat: 37.433164, Lng: -94.681817), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 3,410 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20, Features Intersected: Taylors Branch, Facility Carried by Structure: 27th St. Terrace
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 456020194541002, Location: 27th and Rouse Ave. (Lat: 37.433164, Lng: -94.681817), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 3,410 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20, Features Intersected: Taylors Branch, Facility Carried by Structure: 27th St. Terrace
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 456020194541005, Location: 1/2 mile East of US 169 (Lat: 37.427936, Lng: -94.691542), Route carried "on" structure: City street 4526, Year Built: 2004, Status: Open, Structure Length: 9.79m (32.12ft), Average Daily Traffic: 4,960 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: K.C.Southern RR, Facility Carried by Structure: 23rd Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 456020194541005, Location: 1/2 mile East of US 169 (Lat: 37.427936, Lng: -94.691542), Route carried "on" structure: City street 4526, Year Built: 2004, Status: Open, Structure Length: 9.79m (32.12ft), Average Daily Traffic: 4,960 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: K.C.Southern RR, Facility Carried by Structure: 23rd Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 522900192994006, Location: E 14 btw Lakewood&N Home (Lat: 37.420469, Lng: -94.678803), Route carried "on" structure: City street 2994, Year Built: 2021, Status: Posted for load-capacity, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 800 (year 2017), Average Future Daily Traffic: 840 (year 2041), Design Load: HL 93, Features Intersected: E Fork Taylors Branch, Facility Carried by Structure: 14th Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 522900192994006, Location: E 14 btw Lakewood&N Home (Lat: 37.420469, Lng: -94.678803), Route carried "on" structure: City street 2994, Year Built: 2021, Status: Posted for load-capacity, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 800 (year 2017), Average Future Daily Traffic: 840 (year 2041), Design Load: HL 93, Features Intersected: E Fork Taylors Branch, Facility Carried by Structure: 14th Street
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999906900190621, Location: 2.48 MI N CHEROKEE COLN (Lat: 37.373889, Lng: -94.708056), Route carried "on" structure: US 69, Year Built: 1993, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 10,702 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,217 (year 2041), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.05m (55.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999906900190621, Location: 2.48 MI N CHEROKEE COLN (Lat: 37.373889, Lng: -94.708056), Route carried "on" structure: US 69, Year Built: 1993, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 10,702 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,217 (year 2041), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.05m (55.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999906900190631, Location: 2.88 MI N CHEROKEE COLN (Lat: 37.379444, Lng: -94.706944), Route carried "on" structure: US 69, Year Built: 1992, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 11,305 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 17,131 (year 2041), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.633, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: 29.05m (95.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999906900190631, Location: 2.88 MI N CHEROKEE COLN (Lat: 37.379444, Lng: -94.706944), Route carried "on" structure: US 69, Year Built: 1992, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 11,305 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 17,131 (year 2041), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.633, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: 29.05m (95.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999912600190371, Location: 0.20 MI W US69 (Lat: 37.411111, Lng: -94.727500), Route carried "on" structure: State highway 126, Year Built: 1931, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,912 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,761 (year 2041), Design Load: H 15, Features Intersected: MIDDLE COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.537, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999912600190371, Location: 0.20 MI W US69 (Lat: 37.411111, Lng: -94.727500), Route carried "on" structure: State highway 126, Year Built: 1931, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,912 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,761 (year 2041), Design Load: H 15, Features Intersected: MIDDLE COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.537, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999912600190391, Location: 0.47 MI E US69BS PTSBURG (Lat: 37.410833, Lng: -94.696111), Route carried "on" structure: State highway 126, Year Built: 1955, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 5,254 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,578 (year 2041), Design Load: H 20, Features Intersected: KCS RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 36.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 21.47m (70.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999912600190391, Location: 0.47 MI E US69BS PTSBURG (Lat: 37.410833, Lng: -94.696111), Route carried "on" structure: State highway 126, Year Built: 1955, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 5,254 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,578 (year 2041), Design Load: H 20, Features Intersected: KCS RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 36.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 21.47m (70.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999912600190401, Location: 1.43 MI E US69BS PTSBURG (Lat: 37.410833, Lng: -94.678056), Route carried "on" structure: State highway 126, Year Built: 1923, Year Reconstructed: 1979, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,106 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,790 (year 2041), Design Load: H 15, Features Intersected: E COW CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 37.887, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.51m (21.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999912600190401, Location: 1.43 MI E US69BS PTSBURG (Lat: 37.410833, Lng: -94.678056), Route carried "on" structure: State highway 126, Year Built: 1923, Year Reconstructed: 1979, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,106 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,790 (year 2041), Design Load: H 15, Features Intersected: E COW CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 37.887, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.51m (21.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999912600190551, Location: 2.50 MI E-US69 BS- BRDWY (Lat: 37.410833, Lng: -94.658611), Route carried "on" structure: State highway 126, Year Built: 1986, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,746 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,351 (year 2041), Design Load: HS 20, Features Intersected: EAST COW CREEK OVERFLOW
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.617, 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: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.25m (33.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999912600190551, Location: 2.50 MI E-US69 BS- BRDWY (Lat: 37.410833, Lng: -94.658611), Route carried "on" structure: State highway 126, Year Built: 1986, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,746 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,351 (year 2041), Design Load: HS 20, Features Intersected: EAST COW CREEK OVERFLOW
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.617, 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: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.25m (33.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999912600190561, Location: 2.73 MI E US69 BS. BRDWY (Lat: 37.410833, Lng: -94.654444), Route carried "on" structure: State highway 126, Year Built: 1986, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 2,746 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,351 (year 2041), Design Load: HS 20, Features Intersected: EAST COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.987, 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: 15.8m (51.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999912600190561, Location: 2.73 MI E US69 BS. BRDWY (Lat: 37.410833, Lng: -94.654444), Route carried "on" structure: State highway 126, Year Built: 1986, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 2,746 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,351 (year 2041), Design Load: HS 20, Features Intersected: EAST COW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.987, 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: 15.8m (51.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing