Bridge Statistics for Quenemo, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 157ft / 47.8mTotal length
- $850,000Total costs
- 4,224Total average daily traffic
- 300Total average daily truck traffic
- 5,777Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Quenemo
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21930-1939
- 41970-1979
- 11980-1989
- 31990-1999
- Bridge Condition - Deck
- 11.1%Very good
- 55.6%Good
- 11.1%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 55.6%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 33.3%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 18.2%Very good
- 18.2%Good
- 54.5%Satisfactory
- 9.1%Fair
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Structure Number: 70009, Location: 1.9S OF QUENEMO (Lat: 38.546797, Lng: -95.527353), Route carried "on" structure: County highway 511, Year Built: 1970, Status: Posted for load, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 98 (year 2013), Average Future Daily Traffic: 118 (year 2039), Design Load: H 15, Features Intersected: MARAIS DES CYGNES RIVER
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70009, Location: 1.9S OF QUENEMO (Lat: 38.546797, Lng: -95.527353), Route carried "on" structure: County highway 511, Year Built: 1970, Status: Posted for load, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 98 (year 2013), Average Future Daily Traffic: 118 (year 2039), Design Load: H 15, Features Intersected: MARAIS DES CYGNES RIVER
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7001, Location: 0.8S OF QUENEMO (Lat: 38.565044, Lng: -95.527239), Route carried "on" structure: County highway 511, Year Built: 1932, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 98 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 118 (year 2039), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 17.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $100,000, Total Project Cost: $320,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7001, Location: 0.8S OF QUENEMO (Lat: 38.565044, Lng: -95.527239), Route carried "on" structure: County highway 511, Year Built: 1932, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 98 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 118 (year 2039), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 17.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $100,000, Total Project Cost: $320,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70011, Location: 3.2N OF QUENEMO (Lat: 38.632458, Lng: -95.526908), Route carried "on" structure: County highway 512, Year Built: 1935, Status: Posted for load, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 156 (year 2039), Features Intersected: HUNDRED & TEN MILE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $100,000, Total Project Cost: $530,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70011, Location: 3.2N OF QUENEMO (Lat: 38.632458, Lng: -95.526908), Route carried "on" structure: County highway 512, Year Built: 1935, Status: Posted for load, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 130 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 156 (year 2039), Features Intersected: HUNDRED & TEN MILE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $100,000, Total Project Cost: $530,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 701009004961, Location: 0.1S 3.0W OF QUENEMO (Lat: 38.579431, Lng: -95.583339), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: NO NAME, Facility Carried by Structure: S Ratner Rd. 136
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 701009004961, Location: 0.1S 3.0W OF QUENEMO (Lat: 38.579431, Lng: -95.583339), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: NO NAME, Facility Carried by Structure: S Ratner Rd. 136
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 701011004965, Location: 1.8W 0.5S OF QUENEMO (Lat: 38.573650, Lng: -95.564444), Route carried "on" structure: County highway 7021, Year Built: 1900, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2040), Features Intersected: DRY CREEK, Facility Carried by Structure: Shawnee Hts 142
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable 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 24 months, Inspection Date: August 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 701011004965, Location: 1.8W 0.5S OF QUENEMO (Lat: 38.573650, Lng: -95.564444), Route carried "on" structure: County highway 7021, Year Built: 1900, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2040), Features Intersected: DRY CREEK, Facility Carried by Structure: Shawnee Hts 142
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable 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 24 months, Inspection Date: August 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70101100502, Location: 1.5N 4.0E OF MELVERN (Lat: 38.536794, Lng: -95.564175), Route carried "on" structure: County highway 7021, Year Built: 1999, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: MARAIS DES CYGNES RIVER, Facility Carried by Structure: Shawnee Hgts 153
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70101100502, Location: 1.5N 4.0E OF MELVERN (Lat: 38.536794, Lng: -95.564175), Route carried "on" structure: County highway 7021, Year Built: 1999, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: MARAIS DES CYGNES RIVER, Facility Carried by Structure: Shawnee Hgts 153
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 701013505025, Location: 3.0S 0.5W OF QUENEMO (Lat: 38.529117, Lng: -95.537967), Route carried "on" structure: County highway , Year Built: 1973, Status: Posted for load, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 54 (year 2039), Design Load: H 15, Features Intersected: TEQUA CREEK, Facility Carried by Structure: 297th St 40
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.3 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: 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 701013505025, Location: 3.0S 0.5W OF QUENEMO (Lat: 38.529117, Lng: -95.537967), Route carried "on" structure: County highway , Year Built: 1973, Status: Posted for load, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 54 (year 2039), Design Load: H 15, Features Intersected: TEQUA CREEK, Facility Carried by Structure: 297th St 40
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.3 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: 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 70101370498, Location: 0.8S 0.3E OF QUENEMO (Lat: 38.565161, Lng: -95.534289), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 42 (year 2040), Features Intersected: DRY CREEK, Facility Carried by Structure: E 277th St 188
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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: August 2020
Structure Number: 70101370498, Location: 0.8S 0.3E OF QUENEMO (Lat: 38.565161, Lng: -95.534289), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 42 (year 2040), Features Intersected: DRY CREEK, Facility Carried by Structure: E 277th St 188
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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: August 2020
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Structure Number: 70101550496, Location: EAST QUENEMO (Lat: 38.579758, Lng: -95.520514), Route carried "on" structure: County highway , Year Built: 1973, Status: Posted for load, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 75 (year 2013), Average Future Daily Traffic: 90 (year 2039), Design Load: H 15, Features Intersected: MARAIS DES CYGNES RIVER, Facility Carried by Structure: Maple Street 21
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 70101550496, Location: EAST QUENEMO (Lat: 38.579758, Lng: -95.520514), Route carried "on" structure: County highway , Year Built: 1973, Status: Posted for load, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 75 (year 2013), Average Future Daily Traffic: 90 (year 2039), Design Load: H 15, Features Intersected: MARAIS DES CYGNES RIVER, Facility Carried by Structure: Maple Street 21
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999906800700981, Location: 0.79 MI E K268 (Lat: 38.608056, Lng: -95.511111), Route carried "on" structure: State highway 68, Year Built: 1979, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 3,023 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,319 (year 2041), Design Load: HS 20, Features Intersected: 110 MILE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 19.82m (65.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999906800700981, Location: 0.79 MI E K268 (Lat: 38.608056, Lng: -95.511111), Route carried "on" structure: State highway 68, Year Built: 1979, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 3,023 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,319 (year 2041), Design Load: HS 20, Features Intersected: 110 MILE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 19.82m (65.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999906800701081, Location: 0.86 MI S K-286 (Lat: 38.594722, Lng: -95.526667), Route carried "on" structure: State highway 68, Year Built: 1991, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 620 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 757 (year 2041), Design Load: HS 20, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.818, Lanes on structure: 2, 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: 19.2m (63.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.75m (51.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999906800701081, Location: 0.86 MI S K-286 (Lat: 38.594722, Lng: -95.526667), Route carried "on" structure: State highway 68, Year Built: 1991, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 620 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 757 (year 2041), Design Load: HS 20, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.818, Lanes on structure: 2, 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: 19.2m (63.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.75m (51.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing