Bridge Statistics for Dexter, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 171ft / 52.1mTotal length
- $760,000Total costs
- 7,153Total average daily traffic
- 1,331Total average daily truck traffic
- 8,539Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Dexter
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 31930-1939
- 31950-1959
- 21960-1969
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 11.1%Good
- 22.2%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 22.2%Satisfactory
- 11.1%Poor
- Bridge Condition - Substructure
- 33.3%Very good
- 22.2%Good
- 22.2%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 13.3%Very good
- 26.7%Good
- 53.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Fair
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Structure Number: 18059, Location: 3.0S.W. OF DEXTER (Lat: 37.161767, Lng: -96.755250), Route carried "on" structure: County highway 784, Year Built: 1954, Status: Posted for load, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2042), Design Load: H 15, Features Intersected: GROUSE CREEK, Facility Carried by Structure: 218th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18059, Location: 3.0S.W. OF DEXTER (Lat: 37.161767, Lng: -96.755250), Route carried "on" structure: County highway 784, Year Built: 1954, Status: Posted for load, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2042), Design Load: H 15, Features Intersected: GROUSE CREEK, Facility Carried by Structure: 218th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18062, Location: 2.6W OF DEXTER (Lat: 37.182817, Lng: -96.761819), Route carried "on" structure: County highway 785, Year Built: 1960, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2042), Design Load: H 15, Features Intersected: TRIB. TO DEER CREEK, Facility Carried by Structure: 202nd RD
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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 17.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $110,000, Total Project Cost: $370,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18062, Location: 2.6W OF DEXTER (Lat: 37.182817, Lng: -96.761819), Route carried "on" structure: County highway 785, Year Built: 1960, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2042), Design Load: H 15, Features Intersected: TRIB. TO DEER CREEK, Facility Carried by Structure: 202nd RD
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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 17.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $110,000, Total Project Cost: $370,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18063, Location: 2.3W OF DEXTER (Lat: 37.182872, Lng: -96.757278), Route carried "on" structure: County highway 785, Year Built: 1960, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 90 (year 2042), Design Load: H 15, Features Intersected: DEER CREEK, Facility Carried by Structure: 202nd 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.9 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: Better than present minimum criteria, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18063, Location: 2.3W OF DEXTER (Lat: 37.182872, Lng: -96.757278), Route carried "on" structure: County highway 785, Year Built: 1960, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 90 (year 2042), Design Load: H 15, Features Intersected: DEER CREEK, Facility Carried by Structure: 202nd 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.9 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: Better than present minimum criteria, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18064, Location: 0.8W OF DEXTER (Lat: 37.180589, Lng: -96.729417), Route carried "on" structure: County highway 785, Year Built: 1955, Status: Posted for load, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2042), Design Load: H 15, Features Intersected: GROUSE CREEK, Facility Carried by Structure: 206th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18064, Location: 0.8W OF DEXTER (Lat: 37.180589, Lng: -96.729417), Route carried "on" structure: County highway 785, Year Built: 1955, Status: Posted for load, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2042), Design Load: H 15, Features Intersected: GROUSE CREEK, Facility Carried by Structure: 206th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18065, Location: E. OUTSKIRTS OF DEXTER (Lat: 37.181981, Lng: -96.706597), Route carried "on" structure: County highway 785, Year Built: 1935, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2042), Features Intersected: TRIB. TO GROUSE CREEK, Facility Carried by Structure: 206th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18065, Location: E. OUTSKIRTS OF DEXTER (Lat: 37.181981, Lng: -96.706597), Route carried "on" structure: County highway 785, Year Built: 1935, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2042), Features Intersected: TRIB. TO GROUSE CREEK, Facility Carried by Structure: 206th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 180885406942, Location: 3.0S 1.7W OF DEXTER (Lat: 37.141303, Lng: -96.745208), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2042), Features Intersected: CRABB CREEK, Facility Carried by Structure: 223rd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $120,000, Total Project Cost: $390,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 180885406942, Location: 3.0S 1.7W OF DEXTER (Lat: 37.141303, Lng: -96.745208), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2042), Features Intersected: CRABB CREEK, Facility Carried by Structure: 223rd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $120,000, Total Project Cost: $390,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 180889006881, Location: N. EDGE OF DEXTER (Lat: 37.184942, Lng: -96.715508), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 40 (year 2042), Features Intersected: TRIB. TO GROUSE CREEK, Facility Carried by Structure: 241st RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 180889006881, Location: N. EDGE OF DEXTER (Lat: 37.184942, Lng: -96.715508), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 40 (year 2042), Features Intersected: TRIB. TO GROUSE CREEK, Facility Carried by Structure: 241st RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18088980686, Location: 1.0N 0.8E OF DEXTER (Lat: 37.201475, Lng: -96.701122), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2042), Features Intersected: PLUM CREEK, Facility Carried by Structure: 192nd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18088980686, Location: 1.0N 0.8E OF DEXTER (Lat: 37.201475, Lng: -96.701122), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2042), Features Intersected: PLUM CREEK, Facility Carried by Structure: 192nd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 180891006806, Location: 3.5N 0.7E OF DEXTER (Lat: 37.235386, Lng: -96.698142), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2042), Features Intersected: BULLINGTON CREEK, Facility Carried by Structure: 251st RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 180891006806, Location: 3.5N 0.7E OF DEXTER (Lat: 37.235386, Lng: -96.698142), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2042), Features Intersected: BULLINGTON CREEK, Facility Carried by Structure: 251st RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999901500180521, Location: 2.85 MI N US166 (Lat: 37.151944, Lng: -96.715000), Route carried "on" structure: State highway 15, Year Built: 1951, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,248 (year 2041), Design Load: H 20, Features Intersected: CRABB CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 23.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999901500180521, Location: 2.85 MI N US166 (Lat: 37.151944, Lng: -96.715000), Route carried "on" structure: State highway 15, Year Built: 1951, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,248 (year 2041), Design Load: H 20, Features Intersected: CRABB CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 23.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999901500180531, Location: 5.34 MI N US166 (Lat: 37.184167, Lng: -96.711111), Route carried "on" structure: State highway 15, Year Built: 1936, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,183 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,415 (year 2041), Design Load: H 15, Features Intersected: GROUSE CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.201, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Better than present minimum criteria, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999901500180531, Location: 5.34 MI N US166 (Lat: 37.184167, Lng: -96.711111), Route carried "on" structure: State highway 15, Year Built: 1936, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,183 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,415 (year 2041), Design Load: H 15, Features Intersected: GROUSE CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.201, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Better than present minimum criteria, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999901500181001, Location: .99 MI N - NCL OF DEXTER (Lat: 37.193889, Lng: -96.711389), Route carried "on" structure: State highway 15, Year Built: 1998, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 1,183 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,415 (year 2041), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.275, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 20.0m (65.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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, Length Of Structure Improvement: 16.65m (54.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999901500181001, Location: .99 MI N - NCL OF DEXTER (Lat: 37.193889, Lng: -96.711389), Route carried "on" structure: State highway 15, Year Built: 1998, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 1,183 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,415 (year 2041), Design Load: HS 20, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.275, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 20.0m (65.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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, Length Of Structure Improvement: 16.65m (54.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999901500181011, Location: 6.47 MI N US 166 (Lat: 37.200556, Lng: -96.713333), Route carried "on" structure: State highway 15, Year Built: 2005, Status: Open, Structure Length: 11.07m (36.32ft), Average Daily Traffic: 1,183 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,415 (year 2041), Design Load: HL 93, Features Intersected: GROUSE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 29.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.0m (85.3ft), 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: Satisfactory, Operating Rating: 47.0 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: 36.3 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: 36.34m (119.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999901500181011, Location: 6.47 MI N US 166 (Lat: 37.200556, Lng: -96.713333), Route carried "on" structure: State highway 15, Year Built: 2005, Status: Open, Structure Length: 11.07m (36.32ft), Average Daily Traffic: 1,183 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,415 (year 2041), Design Load: HL 93, Features Intersected: GROUSE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 29.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.0m (85.3ft), 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: Satisfactory, Operating Rating: 47.0 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: 36.3 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: 36.34m (119.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999901500181051, Location: 1.75 ME N US 166 (Lat: 37.134722, Lng: -96.715000), Route carried "on" structure: State highway 15, Year Built: 2014, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,248 (year 2041), Design Load: HL 93, Features Intersected: CRABB CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 21.668, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 19.5m (64.0ft), 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: 59.3 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: 45.7 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: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999901500181051, Location: 1.75 ME N US 166 (Lat: 37.134722, Lng: -96.715000), Route carried "on" structure: State highway 15, Year Built: 2014, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,248 (year 2041), Design Load: HL 93, Features Intersected: CRABB CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 21.668, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 19.5m (64.0ft), 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: 59.3 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: 45.7 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: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999901500181061, Location: 0.55 MI N US 166 (Lat: 37.118333, Lng: -96.715000), Route carried "on" structure: State highway 15, Year Built: 2014, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,248 (year 2041), Design Load: HL 93, Features Intersected: LITTLE CRABB CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.858, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), 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: 74.2 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: 57.3 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: 16.36m (53.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999901500181061, Location: 0.55 MI N US 166 (Lat: 37.118333, Lng: -96.715000), Route carried "on" structure: State highway 15, Year Built: 2014, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,248 (year 2041), Design Load: HL 93, Features Intersected: LITTLE CRABB CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.858, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), 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: 74.2 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: 57.3 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: 16.36m (53.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing