Bridge Statistics for Howard, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 243ft / 74.1mTotal length
- $1,280,000Total costs
- 7,606Total average daily traffic
- 1,306Total average daily truck traffic
- 8,426Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Howard
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 31930-1939
- 11940-1949
- 31950-1959
- 31960-1969
- 21970-1979
- 21980-1989
- 11990-1999
- 42000-2009
- Bridge Condition - Deck
- 10.5%Very good
- 57.9%Good
- 15.8%Satisfactory
- 15.8%Fair
- Bridge Condition - Superstructure
- 21.1%Very good
- 52.6%Good
- 15.8%Satisfactory
- 10.5%Fair
- Bridge Condition - Substructure
- 31.6%Very good
- 26.3%Good
- 21.1%Satisfactory
- 15.8%Fair
- 5.3%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 27.3%Good
- 40.9%Satisfactory
- 18.2%Fair
- 4.5%Poor
- Bridge Condition - Culverts
- 33.3%Satisfactory
- 66.7%Fair
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Structure Number: 406, Location: 6.0N OF SHARON (Lat: 37.335806, Lng: -98.422289), Route carried "on" structure: County highway 36, Year Built: 1957, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 210 (year 2041), Design Load: H 15, Features Intersected: E. BR. LITTLE SANDY CK., Facility Carried by Structure: Tri-City Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), 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: 406, Location: 6.0N OF SHARON (Lat: 37.335806, Lng: -98.422289), Route carried "on" structure: County highway 36, Year Built: 1957, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 210 (year 2041), Design Load: H 15, Features Intersected: E. BR. LITTLE SANDY CK., Facility Carried by Structure: Tri-City Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), 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: 25015, Location: 0.9W OF HOWARD (Lat: 37.470786, Lng: -96.279061), Route carried "on" structure: County highway 227, Year Built: 2004, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: Limestone
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25015, Location: 0.9W OF HOWARD (Lat: 37.470786, Lng: -96.279061), Route carried "on" structure: County highway 227, Year Built: 2004, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: Limestone
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25022, Location: 1.0S 1.9E OF HOWARD (Lat: 37.453703, Lng: -96.226981), Route carried "on" structure: County highway 228, Year Built: 1993, Status: Posted for load, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 144 (year 2040), Design Load: HS 20, Features Intersected: GAME CREEK, Facility Carried by Structure: Junebug
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), 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: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 25022, Location: 1.0S 1.9E OF HOWARD (Lat: 37.453703, Lng: -96.226981), Route carried "on" structure: County highway 228, Year Built: 1993, Status: Posted for load, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 144 (year 2040), Design Load: HS 20, Features Intersected: GAME CREEK, Facility Carried by Structure: Junebug
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), 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: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 25023, Location: 0.4S 1.0E OF HOWARD (Lat: 37.461706, Lng: -96.243433), Route carried "on" structure: County highway 228, Year Built: 1965, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 144 (year 2040), Design Load: H 15, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: Road 19
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25023, Location: 0.4S 1.0E OF HOWARD (Lat: 37.461706, Lng: -96.243433), Route carried "on" structure: County highway 228, Year Built: 1965, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 144 (year 2040), Design Load: H 15, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: Road 19
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25024, Location: 0.5N 0.8E OF HOWARD (Lat: 37.475469, Lng: -96.248911), Route carried "on" structure: County highway 229, Year Built: 2000, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 348 (year 2040), Design Load: HS 20, Features Intersected: SNAKE CREEK, Facility Carried by Structure: Limestone
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25024, Location: 0.5N 0.8E OF HOWARD (Lat: 37.475469, Lng: -96.248911), Route carried "on" structure: County highway 229, Year Built: 2000, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 348 (year 2040), Design Load: HS 20, Features Intersected: SNAKE CREEK, Facility Carried by Structure: Limestone
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25025, Location: 0.5N 2.5E OF HOWARD (Lat: 37.474728, Lng: -96.215825), Route carried "on" structure: County highway 229, Year Built: 1941, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 348 (year 2040), Features Intersected: GAME CREEK, Facility Carried by Structure: Limestone
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25025, Location: 0.5N 2.5E OF HOWARD (Lat: 37.474728, Lng: -96.215825), Route carried "on" structure: County highway 229, Year Built: 1941, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 290 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 348 (year 2040), Features Intersected: GAME CREEK, Facility Carried by Structure: Limestone
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25039, Location: 3.5N 1.5W OF HOWARD (Lat: 37.518953, Lng: -96.289475), Route carried "on" structure: County highway 805, Year Built: 1954, Status: Posted for load, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 67 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: TRIB. TO PAW PAW CREEK, Facility Carried by Structure: Road 145
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 25039, Location: 3.5N 1.5W OF HOWARD (Lat: 37.518953, Lng: -96.289475), Route carried "on" structure: County highway 805, Year Built: 1954, Status: Posted for load, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 67 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: TRIB. TO PAW PAW CREEK, Facility Carried by Structure: Road 145
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 25057, Location: 4.1N 0.2W OF MOLINE (Lat: 37.425528, Lng: -96.307569), Route carried "on" structure: County highway 1782, Year Built: 1961, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 97 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 116 (year 2040), Design Load: H 15, Features Intersected: MOUND BRANCH, Facility Carried by Structure: Road 13
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $130,000, Total Project Cost: $490,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25057, Location: 4.1N 0.2W OF MOLINE (Lat: 37.425528, Lng: -96.307569), Route carried "on" structure: County highway 1782, Year Built: 1961, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 97 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 116 (year 2040), Design Load: H 15, Features Intersected: MOUND BRANCH, Facility Carried by Structure: Road 13
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $130,000, Total Project Cost: $490,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25058, Location: 1.4S 1.5W OF HOWARD (Lat: 37.449133, Lng: -96.289633), Route carried "on" structure: County highway 1782, Year Built: 1988, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 125 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: ELK RIVER, Facility Carried by Structure: Road 14
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25058, Location: 1.4S 1.5W OF HOWARD (Lat: 37.449133, Lng: -96.289633), Route carried "on" structure: County highway 1782, Year Built: 1988, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 125 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: ELK RIVER, Facility Carried by Structure: Road 14
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25059, Location: 0.5S 0.7W OF HOWARD (Lat: 37.461111, Lng: -96.274083), Route carried "on" structure: County highway 1782, Year Built: 1982, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 125 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: Killdeer
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25059, Location: 0.5S 0.7W OF HOWARD (Lat: 37.461111, Lng: -96.274083), Route carried "on" structure: County highway 1782, Year Built: 1982, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 125 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: Killdeer
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30019, Location: 5.0W 0.4S OF CENTROPOLIS (Lat: 38.705528, Lng: -95.445522), Route carried "on" structure: County highway 260, Year Built: 1959, Status: Posted for load, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 253 (year 2010), Average Future Daily Traffic: 308 (year 2041), Design Load: H 15, Features Intersected: APPANOOSE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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
Structure Number: 30019, Location: 5.0W 0.4S OF CENTROPOLIS (Lat: 38.705528, Lng: -95.445522), Route carried "on" structure: County highway 260, Year Built: 1959, Status: Posted for load, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 253 (year 2010), Average Future Daily Traffic: 308 (year 2041), Design Load: H 15, Features Intersected: APPANOOSE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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
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Structure Number: 39001, Location: 1.0N 0.5E OF CORWIN (Lat: 37.103111, Lng: -98.293167), Route carried "on" structure: County highway 295, Year Built: 1977, Status: Open, Structure Length: 8.55m (28.05ft), Average Daily Traffic: 49 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 204 (year 2041), Design Load: H 20, Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 39001, Location: 1.0N 0.5E OF CORWIN (Lat: 37.103111, Lng: -98.293167), Route carried "on" structure: County highway 295, Year Built: 1977, Status: Open, Structure Length: 8.55m (28.05ft), Average Daily Traffic: 49 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 204 (year 2041), Design Load: H 20, Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 250935006445, Location: 1.5N OF HOWARD (Lat: 37.497547, Lng: -96.271231), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 25 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: Road 15
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250935006445, Location: 1.5N OF HOWARD (Lat: 37.497547, Lng: -96.271231), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 25 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: Road 15
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25093730646, Location: 1.0N 0.3E OF HOWARD (Lat: 37.489964, Lng: -96.247728), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: SNAKE CREEK, Facility Carried by Structure: Mule
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $100,000, Total Project Cost: $330,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25093730646, Location: 1.0N 0.3E OF HOWARD (Lat: 37.489964, Lng: -96.247728), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: SNAKE CREEK, Facility Carried by Structure: Mule
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $100,000, Total Project Cost: $330,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250937406427, Location: 2.3N 0.4E OF HOWARD (Lat: 37.508214, Lng: -96.246214), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: SNAKE CREEK, Facility Carried by Structure: Native
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 12.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250937406427, Location: 2.3N 0.4E OF HOWARD (Lat: 37.508214, Lng: -96.246214), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: SNAKE CREEK, Facility Carried by Structure: Native
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 12.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250937506427, Location: 2.3N 0.5E OF HOWARD (Lat: 37.508186, Lng: -96.243189), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: TRIB. TO SNAKE CREEK, Facility Carried by Structure: Native
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 250937506427, Location: 2.3N 0.5E OF HOWARD (Lat: 37.508186, Lng: -96.243189), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: TRIB. TO SNAKE CREEK, Facility Carried by Structure: Native
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 25093960642, Location: 3.3N 2.3E OF HOWARD (Lat: 37.519033, Lng: -96.222522), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: TRIB. TO SNAKE CREEK, Facility Carried by Structure: Oxen
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: Febuary 2022
Structure Number: 25093960642, Location: 3.3N 2.3E OF HOWARD (Lat: 37.519033, Lng: -96.222522), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: TRIB. TO SNAKE CREEK, Facility Carried by Structure: Oxen
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: Febuary 2022
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Structure Number: 25094120646, Location: 1.0N 2.1E OF HOWARD (Lat: 37.489819, Lng: -96.212731), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2040), Features Intersected: GAME CREEK, Facility Carried by Structure: Mule
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25094120646, Location: 1.0N 2.1E OF HOWARD (Lat: 37.489819, Lng: -96.212731), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2040), Features Intersected: GAME CREEK, Facility Carried by Structure: Mule
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $70,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999909900250171, Location: 3.17 MI N EJCT US160 (Lat: 37.416389, Lng: -96.270833), Route carried "on" structure: State highway 99, Year Built: 1931, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,539 (year 2041), Design Load: H 15, Features Intersected: MOUND BRANCH DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.493, 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: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999909900250171, Location: 3.17 MI N EJCT US160 (Lat: 37.416389, Lng: -96.270833), Route carried "on" structure: State highway 99, Year Built: 1931, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,539 (year 2041), Design Load: H 15, Features Intersected: MOUND BRANCH DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.493, 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: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999909900250191, Location: 6.08 MI N EJCT US160 (Lat: 37.455278, Lng: -96.254722), Route carried "on" structure: State highway 99, Year Built: 1935, Year Reconstructed: 1986, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,539 (year 2041), Design Load: HS 20, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.192, 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: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 22.24m (72.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999909900250191, Location: 6.08 MI N EJCT US160 (Lat: 37.455278, Lng: -96.254722), Route carried "on" structure: State highway 99, Year Built: 1935, Year Reconstructed: 1986, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,539 (year 2041), Design Load: HS 20, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.192, 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: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 22.24m (72.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999909900250351, Location: 3.78 MI N EJCT US160 (Lat: 37.425000, Lng: -96.271111), Route carried "on" structure: State highway 99, Year Built: 2005, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,539 (year 2041), Design Load: HS 25 or greater, Features Intersected: MOUND BRANCH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.478, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), 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: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.01m (49.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999909900250351, Location: 3.78 MI N EJCT US160 (Lat: 37.425000, Lng: -96.271111), Route carried "on" structure: State highway 99, Year Built: 2005, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 1,479 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,539 (year 2041), Design Load: HS 25 or greater, Features Intersected: MOUND BRANCH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.478, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), 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: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.01m (49.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999909900250361, Location: 7.43 MI N EJCT US160/K99 (Lat: 37.474722, Lng: -96.253056), Route carried "on" structure: State highway 99, Year Built: 2005, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 1,333 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,387 (year 2041), Design Load: HS 20, Features Intersected: PAW PAW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.353, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Length Of Structure Improvement: 16.67m (54.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999909900250361, Location: 7.43 MI N EJCT US160/K99 (Lat: 37.474722, Lng: -96.253056), Route carried "on" structure: State highway 99, Year Built: 2005, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 1,333 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,387 (year 2041), Design Load: HS 20, Features Intersected: PAW PAW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.353, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Length Of Structure Improvement: 16.67m (54.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing