Bridge Statistics for St. George, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 102ft / 30.9mTotal length
- $376,000Total costs
- 17,840Total average daily traffic
- 897Total average daily truck traffic
- 24,399Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for St. George
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 18.2%Very good
- 36.4%Good
- 18.2%Satisfactory
- 27.3%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 27.3%Good
- 27.3%Satisfactory
- 9.1%Poor
- 9.1%Serious
- Bridge Condition - Substructure
- 36.4%Very good
- 18.2%Good
- 18.2%Satisfactory
- 9.1%Fair
- 18.2%Poor
- Bridge Condition - Channel
- 7.1%Very good
- 42.9%Good
- 35.7%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: 75012, Location: 0.5S 2.5E OF ST. GEORGE (Lat: 39.182136, Lng: -96.372353), Route carried "on" structure: County highway 538, Year Built: 1930, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 405 (year 2013), Average Future Daily Traffic: 486 (year 2041), Features Intersected: TRIB. TO KANSAS RIVER, Facility Carried by Structure: MILITARY TRAIL RD.
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 75012, Location: 0.5S 2.5E OF ST. GEORGE (Lat: 39.182136, Lng: -96.372353), Route carried "on" structure: County highway 538, Year Built: 1930, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 405 (year 2013), Average Future Daily Traffic: 486 (year 2041), Features Intersected: TRIB. TO KANSAS RIVER, Facility Carried by Structure: MILITARY TRAIL RD.
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 75013, Location: 0.5S 1.5E OF ST. GEORGE (Lat: 39.181278, Lng: -96.390181), Route carried "on" structure: County highway 538, Year Built: 1930, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 405 (year 2013), Average Future Daily Traffic: 486 (year 2041), Features Intersected: TRIB. TO KANSAS RIVER, Facility Carried by Structure: MILITARY TRAIL RD.
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 75013, Location: 0.5S 1.5E OF ST. GEORGE (Lat: 39.181278, Lng: -96.390181), Route carried "on" structure: County highway 538, Year Built: 1930, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 405 (year 2013), Average Future Daily Traffic: 486 (year 2041), Features Intersected: TRIB. TO KANSAS RIVER, Facility Carried by Structure: MILITARY TRAIL RD.
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 75014, Location: W. EDGE OF ST. GEORGE (Lat: 39.191247, Lng: -96.423881), Route carried "on" structure: County highway 538, Year Built: 1996, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,715 (year 2013), Average Future Daily Traffic: 1,207 (year 2041), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: MILITARY TRAIL RD.
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 75014, Location: W. EDGE OF ST. GEORGE (Lat: 39.191247, Lng: -96.423881), Route carried "on" structure: County highway 538, Year Built: 1996, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,715 (year 2013), Average Future Daily Traffic: 1,207 (year 2041), Design Load: HS 20, Features Intersected: SAND CREEK, Facility Carried by Structure: MILITARY TRAIL RD.
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 81014, Location: 1.5S OF ZEANDALE (Lat: 39.137678, Lng: -96.427994), Route carried "on" structure: County highway 542, Year Built: 1981, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 317 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 325 (year 2040), Design Load: H 20, Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.049, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 81014, Location: 1.5S OF ZEANDALE (Lat: 39.137678, Lng: -96.427994), Route carried "on" structure: County highway 542, Year Built: 1981, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 317 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 325 (year 2040), Design Load: H 20, Features Intersected: DEEP CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.049, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 750913704105, Location: 0.5N 1.5W OF ST. GEORGE (Lat: 39.196178, Lng: -96.450131), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 350 (year 2013), Average Future Daily Traffic: 420 (year 2041), Features Intersected: PLUM CREEK, Facility Carried by Structure: MILITARY TRAIL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: 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), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 750913704105, Location: 0.5N 1.5W OF ST. GEORGE (Lat: 39.196178, Lng: -96.450131), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 350 (year 2013), Average Future Daily Traffic: 420 (year 2041), Features Intersected: PLUM CREEK, Facility Carried by Structure: MILITARY TRAIL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: 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), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 75091570406, Location: 2.9N 0.8W OF ST. GEORGE (Lat: 39.232331, Lng: -96.431414), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 15 (year 2041), Features Intersected: TRIB. TO BLACKJACK CK., Facility Carried by Structure: ELM SLOUGH ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 75091570406, Location: 2.9N 0.8W OF ST. GEORGE (Lat: 39.232331, Lng: -96.431414), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 15 (year 2041), Features Intersected: TRIB. TO BLACKJACK CK., Facility Carried by Structure: ELM SLOUGH ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 750917604067, Location: 2.0N OF ST. GEORGE (Lat: 39.221514, Lng: -96.415775), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: BLACKJACK CREEK, Facility Carried by Structure: SCHOOL CREEK ROAD
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: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Satisfactory, Culverts: Very good, Inventory Rating: 62.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 750917604067, Location: 2.0N OF ST. GEORGE (Lat: 39.221514, Lng: -96.415775), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: BLACKJACK CREEK, Facility Carried by Structure: SCHOOL CREEK ROAD
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: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Satisfactory, Culverts: Very good, Inventory Rating: 62.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 81091700414, Location: 1.0N OF ZEANDALE (Lat: 39.174158, Lng: -96.426464), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 116 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: LOCAL CC.0-27.0C
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $10,000, Total Project Cost: $91,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81091700414, Location: 1.0N OF ZEANDALE (Lat: 39.174158, Lng: -96.426464), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 116 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: LOCAL CC.0-27.0C
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $10,000, Total Project Cost: $91,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 810919004161, Location: 1.4S 8.4E OF MANHATTAN (Lat: 39.158817, Lng: -96.407378), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 10 (year 2004), Average Future Daily Traffic: 10 (year 2042), Features Intersected: DEEP CREEK, Facility Carried by Structure: E 56TH DD.0-28.1T
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.531, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $35,000, Total Project Cost: $285,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 810919004161, Location: 1.4S 8.4E OF MANHATTAN (Lat: 39.158817, Lng: -96.407378), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 10 (year 2004), Average Future Daily Traffic: 10 (year 2042), Features Intersected: DEEP CREEK, Facility Carried by Structure: E 56TH DD.0-28.1T
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.531, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $35,000, Total Project Cost: $285,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 999901800810471, Location: 6.07 MI E JCT K18 & K177 (Lat: 39.159444, Lng: -96.445000), Route carried "on" structure: State highway 18, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,105 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,348 (year 2041), Design Load: H 20, Features Intersected: KANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.78m (9.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999901800810471, Location: 6.07 MI E JCT K18 & K177 (Lat: 39.159444, Lng: -96.445000), Route carried "on" structure: State highway 18, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,105 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,348 (year 2041), Design Load: H 20, Features Intersected: KANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.78m (9.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999901800810891, Location: 4.59 MI E SJCT K177 (Lat: 39.159167, Lng: -96.469444), Route carried "on" structure: State highway 18, Year Built: 2015, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 1,105 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,348 (year 2041), Design Load: HL 93, Features Intersected: KANSAS RIVER DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 26.382, 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: 9.8m (32.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.8 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: 50.9 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.25m (27.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999901800810891, Location: 4.59 MI E SJCT K177 (Lat: 39.159167, Lng: -96.469444), Route carried "on" structure: State highway 18, Year Built: 2015, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 1,105 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,348 (year 2041), Design Load: HL 93, Features Intersected: KANSAS RIVER DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 26.382, 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: 9.8m (32.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.8 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: 50.9 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.25m (27.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999901800990481, Location: 0.77 MI E RILEY COLN (Lat: 39.157778, Lng: -96.376667), Route carried "on" structure: State highway 18, Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,105 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,348 (year 2041), Design Load: H 15, Features Intersected: KANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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: Better than present minimum criteria, Length Of Structure Improvement: 17.09m (56.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999901800990481, Location: 0.77 MI E RILEY COLN (Lat: 39.157778, Lng: -96.376667), Route carried "on" structure: State highway 18, Year Built: 1964, Year Reconstructed: 2006, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,105 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,348 (year 2041), Design Load: H 15, Features Intersected: KANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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: Better than present minimum criteria, Length Of Structure Improvement: 17.09m (56.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999902400750051, Location: 5.33 MI E RILEY COLN (Lat: 39.198056, Lng: -96.464167), Route carried "on" structure: US 24, Year Built: 1950, Year Reconstructed: 1996, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 5,717 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,835 (year 2041), Design Load: H 20, Features Intersected: KANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.644, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 104.7m (343.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999902400750051, Location: 5.33 MI E RILEY COLN (Lat: 39.198056, Lng: -96.464167), Route carried "on" structure: US 24, Year Built: 1950, Year Reconstructed: 1996, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 5,717 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 8,835 (year 2041), Design Load: H 20, Features Intersected: KANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.644, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 104.7m (343.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.66m (8.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999902400750521, Location: 7.58 MI E RILEY COLN (Lat: 39.205833, Lng: -96.423889), Route carried "on" structure: US 24, Year Built: 1997, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 5,430 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,391 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLACKJACK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.210, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999902400750521, Location: 7.58 MI E RILEY COLN (Lat: 39.205833, Lng: -96.423889), Route carried "on" structure: US 24, Year Built: 1997, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 5,430 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,391 (year 2041), Design Load: HS 25 or greater, Features Intersected: BLACKJACK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.210, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing