Bridge Statistics for Muscotah, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 253ft / 76.9mTotal length
- $1,390,000Total costs
- 3,833Total average daily traffic
- 376Total average daily truck traffic
- 4,299Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Muscotah
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 11950-1959
- 21960-1969
- 11970-1979
- 61980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.8%Very good
- 37.5%Good
- 25.0%Satisfactory
- 18.8%Fair
- Bridge Condition - Superstructure
- 37.5%Very good
- 25.0%Good
- 18.8%Satisfactory
- 12.5%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 25.0%Very good
- 37.5%Good
- 37.5%Satisfactory
- Bridge Condition - Channel
- 5.6%Very good
- 33.3%Good
- 50.0%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 3005, Location: 3.0S 0.2E OF MUSCOTAH (Lat: 39.506764, Lng: -95.515444), Route carried "on" structure: County highway 18, Year Built: 1966, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 341 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 350 (year 2040), Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 3005, Location: 3.0S 0.2E OF MUSCOTAH (Lat: 39.506764, Lng: -95.515444), Route carried "on" structure: County highway 18, Year Built: 1966, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 341 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 350 (year 2040), Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 3006, Location: 0.2E 0.2S OF MUSCOTAH (Lat: 39.548172, Lng: -95.515369), Route carried "on" structure: County highway 18, Year Built: 1957, Status: Posted for load, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 325 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: LITTLE GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 24.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3006, Location: 0.2E 0.2S OF MUSCOTAH (Lat: 39.548172, Lng: -95.515369), Route carried "on" structure: County highway 18, Year Built: 1957, Status: Posted for load, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 325 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: LITTLE GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 24.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3047, Location: 0.5W OF MUSCOTAH (Lat: 39.550428, Lng: -95.529525), Route carried "on" structure: County highway 1592, Year Built: 1945, Status: Posted for load, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 97 (year 2007), Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 28.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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: Equal to present desirable 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: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3047, Location: 0.5W OF MUSCOTAH (Lat: 39.550428, Lng: -95.529525), Route carried "on" structure: County highway 1592, Year Built: 1945, Status: Posted for load, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 97 (year 2007), Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 28.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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: Equal to present desirable 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: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3B33, Location: 2.0W OF MUSCOTAH _ (Lat: 39.550172, Lng: -95.557225), Route carried "on" structure: County highway 800, Year Built: 2015, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 40 (year 2007), Average Future Daily Traffic: 40 (year 2040), Design Load: HL 93, Features Intersected: NEGRO CREEK
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
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: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3B33, Location: 2.0W OF MUSCOTAH _ (Lat: 39.550172, Lng: -95.557225), Route carried "on" structure: County highway 800, Year Built: 2015, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 40 (year 2007), Average Future Daily Traffic: 40 (year 2040), Design Load: HL 93, Features Intersected: NEGRO CREEK
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
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: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31013003629, Location: 0.9S 0.5W OF MUSCOTAH (Lat: 39.537500, Lng: -95.534106), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 29 (year 2041), Features Intersected: TRIB. TO DELEWARE RIVER, Facility Carried by Structure: LOCAL RD. 3-I.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 31013003629, Location: 0.9S 0.5W OF MUSCOTAH (Lat: 39.537500, Lng: -95.534106), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 29 (year 2041), Features Intersected: TRIB. TO DELEWARE RIVER, Facility Carried by Structure: LOCAL RD. 3-I.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 3101310366, Location: 2.0S 0.3W OF MUSCOTAH (Lat: 39.521361, Lng: -95.532531), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: DELAWARE RIVER, Facility Carried by Structure: LOCAL RD. H-3.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3101310366, Location: 2.0S 0.3W OF MUSCOTAH (Lat: 39.521361, Lng: -95.532531), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: DELAWARE RIVER, Facility Carried by Structure: LOCAL RD. H-3.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3101320368, Location: 3.0N 0.2E OF ARRINGTON (Lat: 39.506750, Lng: -95.531403), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5 (year 2007), Average Future Daily Traffic: 5 (year 2040), Features Intersected: TRIB. TO DELEWARE RIVER, Facility Carried by Structure: LOCAL RD. G-3.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.8m (12.5ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $100,000, Total Project Cost: $325,000, Deck Structure Type: Wood or Timber
Structure Number: 3101320368, Location: 3.0N 0.2E OF ARRINGTON (Lat: 39.506750, Lng: -95.531403), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5 (year 2007), Average Future Daily Traffic: 5 (year 2040), Features Intersected: TRIB. TO DELEWARE RIVER, Facility Carried by Structure: LOCAL RD. G-3.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.8m (12.5ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $100,000, Total Project Cost: $325,000, Deck Structure Type: Wood or Timber
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Structure Number: 31015003544, Location: 3.6N 1.0E OF MUSCOTAH (Lat: 39.603775, Lng: -95.508328), Route carried "on" structure: County highway , Year Built: 1934, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30 (year 2007), Average Future Daily Traffic: 45 (year 2040), Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 4.4-M.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31015003544, Location: 3.6N 1.0E OF MUSCOTAH (Lat: 39.603775, Lng: -95.508328), Route carried "on" structure: County highway , Year Built: 1934, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30 (year 2007), Average Future Daily Traffic: 45 (year 2040), Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 4.4-M.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31015503609, Location: 1.0E OF MUSCOTAH (Lat: 39.552617, Lng: -95.506008), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 2015, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 25 or greater, Features Intersected: LITTLE GRASSHOPPER CREEK, Facility Carried by Structure: LOCAL RD. 4.5-J.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $100,000, Total Project Cost: $370,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31015503609, Location: 1.0E OF MUSCOTAH (Lat: 39.552617, Lng: -95.506008), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 2015, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 25 or greater, Features Intersected: LITTLE GRASSHOPPER CREEK, Facility Carried by Structure: LOCAL RD. 4.5-J.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $100,000, Total Project Cost: $370,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31017003685, Location: 2.5N 2.0E OF ARRINGTON (Lat: 39.500975, Lng: -95.496925), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 30 (year 2007), Average Future Daily Traffic: 45 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: LOCAL RD. 5.0-F.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $100,000, Total Project Cost: $370,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 31017003685, Location: 2.5N 2.0E OF ARRINGTON (Lat: 39.500975, Lng: -95.496925), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 30 (year 2007), Average Future Daily Traffic: 45 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: LOCAL RD. 5.0-F.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $100,000, Total Project Cost: $370,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 3101730364, Location: 1.0S 1.8E OF MUSCOTAH (Lat: 39.536739, Lng: -95.489925), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 15 (year 2040), Features Intersected: TRIB. TO DELAWARE RIVER, Facility Carried by Structure: LOCAL RD. I-5.3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.5 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: 30.0 - 39.9% below), Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $100,000, Total Project Cost: $325,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 3101730364, Location: 1.0S 1.8E OF MUSCOTAH (Lat: 39.536739, Lng: -95.489925), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 15 (year 2040), Features Intersected: TRIB. TO DELAWARE RIVER, Facility Carried by Structure: LOCAL RD. I-5.3
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.5 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: 30.0 - 39.9% below), Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $100,000, Total Project Cost: $325,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 310175036, Location: 9.6N 1.5E OF MUSCOTAH (Lat: 39.565678, Lng: -95.487956), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 45 (year 2007), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: LITTLE GRASSHOPPER CREEK, Facility Carried by Structure: LOCAL RD. K-5.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: 310175036, Location: 9.6N 1.5E OF MUSCOTAH (Lat: 39.565678, Lng: -95.487956), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 45 (year 2007), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: LITTLE GRASSHOPPER CREEK, Facility Carried by Structure: LOCAL RD. K-5.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: 31019003581, Location: 1.9N 3.0E OF MUSCOTAH (Lat: 39.577536, Lng: -95.470700), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 15 (year 2040), Design Load: HS 20, Features Intersected: LITTLE GRASSHOPPER CREEK, Facility Carried by Structure: LOCAL RD. 6.4-K.9
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31019003581, Location: 1.9N 3.0E OF MUSCOTAH (Lat: 39.577536, Lng: -95.470700), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 15 (year 2040), Design Load: HS 20, Features Intersected: LITTLE GRASSHOPPER CREEK, Facility Carried by Structure: LOCAL RD. 6.4-K.9
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999900900030471, Location: 0.48 MI E JACKSON COLN (Lat: 39.587500, Lng: -95.555278), Route carried "on" structure: State highway 9, Year Built: 1992, Status: Open, Structure Length: 13.12m (43.04ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 469 (year 2041), Design Load: HS 20, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 43.06m (141.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900900030471, Location: 0.48 MI E JACKSON COLN (Lat: 39.587500, Lng: -95.555278), Route carried "on" structure: State highway 9, Year Built: 1992, Status: Open, Structure Length: 13.12m (43.04ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 469 (year 2041), Design Load: HS 20, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 43.06m (141.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999900900030531, Location: 1.81 MI E JACKSON CO LN (Lat: 39.587500, Lng: -95.530278), Route carried "on" structure: State highway 9, Year Built: 2001, Status: Open, Structure Length: 5.68m (18.64ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 469 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.903, Lanes on structure: 2, Owner: State 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: 21.6m (70.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 18.62m (61.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999900900030531, Location: 1.81 MI E JACKSON CO LN (Lat: 39.587500, Lng: -95.530278), Route carried "on" structure: State highway 9, Year Built: 2001, Status: Open, Structure Length: 5.68m (18.64ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 469 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.903, Lanes on structure: 2, Owner: State 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: 21.6m (70.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 18.62m (61.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999915900030421, Location: 9.94 MI NW EJCT K9 (Lat: 39.550833, Lng: -95.495000), Route carried "on" structure: US 159, Year Built: 1985, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 545 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 639 (year 2041), Design Load: HS 20, Features Intersected: SOUTH CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 29.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999915900030421, Location: 9.94 MI NW EJCT K9 (Lat: 39.550833, Lng: -95.495000), Route carried "on" structure: US 159, Year Built: 1985, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 545 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 639 (year 2041), Design Load: HS 20, Features Intersected: SOUTH CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 29.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999915900030431, Location: 10.71 MI NW EJCT K9 (Lat: 39.550556, Lng: -95.509167), Route carried "on" structure: US 159, Year Built: 1985, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 545 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 639 (year 2041), Design Load: HS 20, Features Intersected: LITTLE GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.238, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999915900030431, Location: 10.71 MI NW EJCT K9 (Lat: 39.550556, Lng: -95.509167), Route carried "on" structure: US 159, Year Built: 1985, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 545 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 639 (year 2041), Design Load: HS 20, Features Intersected: LITTLE GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 30.238, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999915900030441, Location: 0.77 MI N WJCT K9 (Lat: 39.596389, Lng: -95.526667), Route carried "on" structure: US 159, Year Built: 1985, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,009 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 36.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 42.7m (140.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 36.80m (120.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999915900030441, Location: 0.77 MI N WJCT K9 (Lat: 39.596389, Lng: -95.526667), Route carried "on" structure: US 159, Year Built: 1985, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,009 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 36.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 42.7m (140.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 36.80m (120.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing