Bridge Statistics for Olpe, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 121ft / 37.0mTotal length
- $973,000Total costs
- 3,512Total average daily traffic
- 332Total average daily truck traffic
- 3,781Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Olpe
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 21940-1949
- 11950-1959
- 11960-1969
- 31970-1979
- 11980-1989
- 11990-1999
- 32000-2009
- 32010-2019
- Bridge Condition - Deck
- 86.7%Good
- 13.3%Satisfactory
- Bridge Condition - Superstructure
- 6.7%Very good
- 73.3%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 13.3%Very good
- 66.7%Good
- 13.3%Satisfactory
- 6.7%Poor
- Bridge Condition - Channel
- 27.8%Good
- 66.7%Satisfactory
- 5.6%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 56001, Location: 1.0E 0.5N OF OLPE (Lat: 38.267167, Lng: -96.146500), Route carried "on" structure: County highway 151, Year Built: 1949, Status: Posted for load, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 360 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 380 (year 2039), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $17,000, Total Project Cost: $47,000
Structure Number: 56001, Location: 1.0E 0.5N OF OLPE (Lat: 38.267167, Lng: -96.146500), Route carried "on" structure: County highway 151, Year Built: 1949, Status: Posted for load, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 360 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 380 (year 2039), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $17,000, Total Project Cost: $47,000
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Structure Number: 56002, Location: 2.5E 0.5N OF OLPE (Lat: 38.267083, Lng: -96.117417), Route carried "on" structure: County highway 151, Year Built: 1938, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 360 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 380 (year 2039), Design Load: H 15, Features Intersected: EAGLE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $51,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56002, Location: 2.5E 0.5N OF OLPE (Lat: 38.267083, Lng: -96.117417), Route carried "on" structure: County highway 151, Year Built: 1938, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 360 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 380 (year 2039), Design Load: H 15, Features Intersected: EAGLE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $51,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56006, Location: 0.5W OF OLPE (Lat: 38.259944, Lng: -96.177167), Route carried "on" structure: County highway 412, Year Built: 1938, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 466 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 490 (year 2039), Design Load: H 15, Features Intersected: EAGLE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.94m (39.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $39,000, Total Project Cost: $157,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56006, Location: 0.5W OF OLPE (Lat: 38.259944, Lng: -96.177167), Route carried "on" structure: County highway 412, Year Built: 1938, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 466 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 490 (year 2039), Design Load: H 15, Features Intersected: EAGLE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.94m (39.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $39,000, Total Project Cost: $157,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56055, Location: 1.0S 4.0E OF OLPE (Lat: 38.244417, Lng: -96.102917), Route carried "on" structure: County highway 1122, Year Built: 1950, Status: Posted for load, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 66 (year 2007), Average Future Daily Traffic: 75 (year 2039), Design Load: H 10, Features Intersected: HARPER CREEK, Facility Carried by Structure: RD 60 953.1-542.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 18.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.7 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: 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $5,000, Total Project Cost: $98,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 56055, Location: 1.0S 4.0E OF OLPE (Lat: 38.244417, Lng: -96.102917), Route carried "on" structure: County highway 1122, Year Built: 1950, Status: Posted for load, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 66 (year 2007), Average Future Daily Traffic: 75 (year 2039), Design Load: H 10, Features Intersected: HARPER CREEK, Facility Carried by Structure: RD 60 953.1-542.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 18.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.7 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: 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $5,000, Total Project Cost: $98,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 56093790544, Location: 2.0S 3.5W OF OLPE (Lat: 38.230722, Lng: -96.230833), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 20, Features Intersected: MOON BRANCH CREEK, Facility Carried by Structure: RD 50 937.9-544.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 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: 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: March 2021
Structure Number: 56093790544, Location: 2.0S 3.5W OF OLPE (Lat: 38.230722, Lng: -96.230833), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 20, Features Intersected: MOON BRANCH CREEK, Facility Carried by Structure: RD 50 937.9-544.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 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: 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: March 2021
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Structure Number: 560939005386, Location: 3.0W OF OLPE (Lat: 38.266167, Lng: -96.226667), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 20, Features Intersected: Eagle Creek, Facility Carried by Structure: RD. H 939-538.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 560939005386, Location: 3.0W OF OLPE (Lat: 38.266167, Lng: -96.226667), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 20, Features Intersected: Eagle Creek, Facility Carried by Structure: RD. H 939-538.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 560939005441, Location: 3.1W 2.1S OF OLPE (Lat: 38.230361, Lng: -96.229778), Route carried "on" structure: County highway 5613, Year Built: 1928, Status: Posted for load, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 80 (year 2007), Average Future Daily Traffic: 80 (year 2039), Design Load: HS 20, Features Intersected: MOON BRANCH CREEK, Facility Carried by Structure: RD H 939.0-544.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 36.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $20,000, Total Project Cost: $63,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 560939005441, Location: 3.1W 2.1S OF OLPE (Lat: 38.230361, Lng: -96.229778), Route carried "on" structure: County highway 5613, Year Built: 1928, Status: Posted for load, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 80 (year 2007), Average Future Daily Traffic: 80 (year 2039), Design Load: HS 20, Features Intersected: MOON BRANCH CREEK, Facility Carried by Structure: RD H 939.0-544.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 36.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $20,000, Total Project Cost: $63,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 56094120548, Location: 4.0 S 2.5 W OF OLPE (Lat: 38.201389, Lng: -96.206389), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 19 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOCAL ROAD 30
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56094120548, Location: 4.0 S 2.5 W OF OLPE (Lat: 38.201389, Lng: -96.206389), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 19 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOCAL ROAD 30
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56094140538, Location: 1.0N 1.7W OF OLPE (Lat: 38.274417, Lng: -96.199833), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1990, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: RD. 80 941.4-538
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56094140538, Location: 1.0N 1.7W OF OLPE (Lat: 38.274417, Lng: -96.199833), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1990, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: RD. 80 941.4-538
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5609415055, Location: 5.0S 2.0W OF OLPE (Lat: 38.187028, Lng: -96.199861), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 40 (year 2007), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: MOON BRANCH CREEK, Facility Carried by Structure: RD 20 941.5-550.0
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.10m (42.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $43,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5609415055, Location: 5.0S 2.0W OF OLPE (Lat: 38.187028, Lng: -96.199861), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 40 (year 2007), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: MOON BRANCH CREEK, Facility Carried by Structure: RD 20 941.5-550.0
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.10m (42.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $43,000, Total Project Cost: $176,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 560943005406, Location: 1.0W 0.6S OF OLPE (Lat: 38.251806, Lng: -96.192861), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 2007), Average Future Daily Traffic: 60 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO EAGLE CREEK, Facility Carried by Structure: RD K 943.0-540.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 560943005406, Location: 1.0W 0.6S OF OLPE (Lat: 38.251806, Lng: -96.192861), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 2007), Average Future Daily Traffic: 60 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO EAGLE CREEK, Facility Carried by Structure: RD K 943.0-540.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 56094330548, Location: Road 30 between K & L (Lat: 38.201417, Lng: -96.187417), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 44 (year 2039), Design Load: HS 20, Features Intersected: Stream, Facility Carried by Structure: 943.3-548.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56094330548, Location: Road 30 between K & L (Lat: 38.201417, Lng: -96.187417), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 44 (year 2039), Design Load: HS 20, Features Intersected: Stream, Facility Carried by Structure: 943.3-548.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 560943505386, Location: 0.5 W of Olpe (Lat: 38.265083, Lng: -96.180528), Route carried "on" structure: County highway , Year Built: 2013, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 35 (year 2039), Design Load: HS 20, Features Intersected: Stream, Facility Carried by Structure: Rd K5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.5 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: 23.3 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 560943505386, Location: 0.5 W of Olpe (Lat: 38.265083, Lng: -96.180528), Route carried "on" structure: County highway , Year Built: 2013, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 35 (year 2039), Design Load: HS 20, Features Intersected: Stream, Facility Carried by Structure: Rd K5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.5 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: 23.3 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5609435055, Location: 5.0S 1.0W OF OLPE (Lat: 38.186917, Lng: -96.186611), Route carried "on" structure: County highway , Year Built: 1971, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: RD 20 943.5-550.0
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.3 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: 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: March 2021
Structure Number: 5609435055, Location: 5.0S 1.0W OF OLPE (Lat: 38.186917, Lng: -96.186611), Route carried "on" structure: County highway , Year Built: 1971, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: RD 20 943.5-550.0
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.3 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: 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: March 2021
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Structure Number: 560945205402, Location: 0.5S OF OLPE (Lat: 38.254028, Lng: -96.169889), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2039), Design Load: H 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: RD L2 945.2-540.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 560945205402, Location: 0.5S OF OLPE (Lat: 38.254028, Lng: -96.169889), Route carried "on" structure: County highway , Year Built: 1977, Status: Posted for load, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2039), Design Load: H 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: RD L2 945.2-540.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 560949005389, Location: 1.7E OF OLPE (Lat: 38.261306, Lng: -96.134500), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: RD. N 949.0-538.9
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), 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: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 15.58m (51.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $51,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 560949005389, Location: 1.7E OF OLPE (Lat: 38.261306, Lng: -96.134500), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: RD. N 949.0-538.9
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), 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: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 15.58m (51.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $51,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 560951605367, Location: 2.0 N and 3.6 E of Olpe (Lat: 38.277972, Lng: -96.106167), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 33 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: Road 83 P.5
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: 10.4m (34.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 560951605367, Location: 2.0 N and 3.6 E of Olpe (Lat: 38.277972, Lng: -96.106167), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 33 (year 2039), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: Road 83 P.5
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: 10.4m (34.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999909900561591, Location: 5.99 MI N GW COLN (Lat: 38.255833, Lng: -96.156111), Route carried "on" structure: State highway 99, Year Built: 2010, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 1,760 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,945 (year 2041), Design Load: HL 93, Features Intersected: EAGLE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.2 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 18.25m (59.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999909900561591, Location: 5.99 MI N GW COLN (Lat: 38.255833, Lng: -96.156111), Route carried "on" structure: State highway 99, Year Built: 2010, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 1,760 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,945 (year 2041), Design Load: HL 93, Features Intersected: EAGLE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 50.2 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 18.25m (59.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing