Bridge Statistics for Gridley, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 226ft / 69.3mTotal length
- 3,197Total average daily traffic
- 238Total average daily truck traffic
- 4,015Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gridley
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21950-1959
- 41960-1969
- 41970-1979
- 31980-1989
- 111990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 27.8%Very good
- 44.4%Good
- 22.2%Satisfactory
- 5.6%Fair
- Bridge Condition - Superstructure
- 38.9%Very good
- 50.0%Good
- 11.1%Satisfactory
- Bridge Condition - Substructure
- 27.8%Very good
- 50.0%Good
- 11.1%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 9.7%Very good
- 48.4%Good
- 32.3%Satisfactory
- 9.7%Fair
- Bridge Condition - Culverts
- 7.7%Very good
- 76.9%Good
- 15.4%Satisfactory
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Structure Number: 16013, Location: 2.4S OF GRIDLEY (Lat: 38.064083, Lng: -95.885378), Route carried "on" structure: County highway 148, Year Built: 1966, Status: Posted for load, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 220 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 264 (year 2040), Design Load: H 15, Features Intersected: N. BRANCH BIG SOUTH CK., Facility Carried by Structure: EMMER RD. 126
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16013, Location: 2.4S OF GRIDLEY (Lat: 38.064083, Lng: -95.885378), Route carried "on" structure: County highway 148, Year Built: 1966, Status: Posted for load, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 220 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 264 (year 2040), Design Load: H 15, Features Intersected: N. BRANCH BIG SOUTH CK., Facility Carried by Structure: EMMER RD. 126
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.170, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16014, Location: 1.6S OF GRIDLEY (Lat: 38.073833, Lng: -95.885525), Route carried "on" structure: County highway 148, Year Built: 1966, Status: Posted for load, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 220 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 264 (year 2040), Design Load: H 15, Features Intersected: S. BRANCH DINNER CREEK, Facility Carried by Structure: EMMER RD. 123
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16014, Location: 1.6S OF GRIDLEY (Lat: 38.073833, Lng: -95.885525), Route carried "on" structure: County highway 148, Year Built: 1966, Status: Posted for load, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 220 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 264 (year 2040), Design Load: H 15, Features Intersected: S. BRANCH DINNER CREEK, Facility Carried by Structure: EMMER RD. 123
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16015, Location: 0.7S OF GRIDLEY (Lat: 38.081394, Lng: -95.885619), Route carried "on" structure: County highway 148, Year Built: 1966, Status: Posted for load, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 220 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 264 (year 2040), Design Load: H 15, Features Intersected: DINNER CREEK, Facility Carried by Structure: EMMER RD. 122
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16015, Location: 0.7S OF GRIDLEY (Lat: 38.081394, Lng: -95.885619), Route carried "on" structure: County highway 148, Year Built: 1966, Status: Posted for load, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 220 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 264 (year 2040), Design Load: H 15, Features Intersected: DINNER CREEK, Facility Carried by Structure: EMMER RD. 122
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16016, Location: 3.2N OF GRIDLEY (Lat: 38.143500, Lng: -95.885444), Route carried "on" structure: County highway 148, Year Built: 1952, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 520 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 624 (year 2040), Design Load: H 15, Features Intersected: NORTH FORK BIG CREEK, Facility Carried by Structure: EMMER RD. 116
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.700, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16016, Location: 3.2N OF GRIDLEY (Lat: 38.143500, Lng: -95.885444), Route carried "on" structure: County highway 148, Year Built: 1952, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 520 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 624 (year 2040), Design Load: H 15, Features Intersected: NORTH FORK BIG CREEK, Facility Carried by Structure: EMMER RD. 116
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.700, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16043, Location: 3.0S 1.2W OF GRIDLEY (Lat: 38.054408, Lng: -95.906744), Route carried "on" structure: County highway 1399, Year Built: 1990, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 71 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 85 (year 2040), Design Load: HS 20, Features Intersected: S. BRANCH DINNER CREEK, Facility Carried by Structure: 2ND. RD. 118
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16043, Location: 3.0S 1.2W OF GRIDLEY (Lat: 38.054408, Lng: -95.906744), Route carried "on" structure: County highway 1399, Year Built: 1990, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 71 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 85 (year 2040), Design Load: HS 20, Features Intersected: S. BRANCH DINNER CREEK, Facility Carried by Structure: 2ND. RD. 118
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 160973005544, Location: 2.0W 3.7N OF GRIDLEY (Lat: 38.150183, Lng: -95.922111), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Features Intersected: TRIB. TO NORTH BIG CREEK, Facility Carried by Structure: CONTOUR RD. 112
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Other
Structure Number: 160973005544, Location: 2.0W 3.7N OF GRIDLEY (Lat: 38.150183, Lng: -95.922111), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Features Intersected: TRIB. TO NORTH BIG CREEK, Facility Carried by Structure: CONTOUR RD. 112
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Other
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Structure Number: 160973005662, Location: 2.0W 2.0S OF GRIDLEY (Lat: 38.066683, Lng: -95.922506), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO DINNER CREEK, Facility Carried by Structure: CONTOUR RD. 187
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 160973005662, Location: 2.0W 2.0S OF GRIDLEY (Lat: 38.066683, Lng: -95.922506), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO DINNER CREEK, Facility Carried by Structure: CONTOUR RD. 187
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 16097390556, Location: 3.0N 1.1W of Gridley (Lat: 38.141389, Lng: -95.904322), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 42 (year 2040), Design Load: HS 20, Features Intersected: Trib. To North Big Creek, Facility Carried by Structure: 8th RD B338
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 16097390556, Location: 3.0N 1.1W of Gridley (Lat: 38.141389, Lng: -95.904322), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 42 (year 2040), Design Load: HS 20, Features Intersected: Trib. To North Big Creek, Facility Carried by Structure: 8th RD B338
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 160975005544, Location: 3.0S 9.0W OF BURLINGTON (Lat: 38.149569, Lng: -95.903758), Route carried "on" structure: County highway , Year Built: 1991, Status: Posted for load, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 20 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: DOBBIN RD. 257
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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160975005544, Location: 3.0S 9.0W OF BURLINGTON (Lat: 38.149569, Lng: -95.903758), Route carried "on" structure: County highway , Year Built: 1991, Status: Posted for load, Structure Length: 4.03m (13.22ft), Average Daily Traffic: 20 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: DOBBIN RD. 257
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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160975005625, Location: 1.0 W 0.5 S Gridley (Lat: 38.089028, Lng: -95.904017), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: Dinner Creek, Facility Carried by Structure: Dobbin RD B366
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160975005625, Location: 1.0 W 0.5 S Gridley (Lat: 38.089028, Lng: -95.904017), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: Dinner Creek, Facility Carried by Structure: Dobbin RD B366
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160975005645, Location: 1.0W 1.5S OF GRIDLEY (Lat: 38.074153, Lng: -95.904097), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO DINNER CREEK, Facility Carried by Structure: DOBBIN RD. B119
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 160975005645, Location: 1.0W 1.5S OF GRIDLEY (Lat: 38.074153, Lng: -95.904097), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO DINNER CREEK, Facility Carried by Structure: DOBBIN RD. B119
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 160975005669, Location: 2.9S 1.0W OF GRIDLEY (Lat: 38.055625, Lng: -95.904042), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 15 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO SOUTH BIG CREEK, Facility Carried by Structure: DOBBIN RD. 189
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 160975005669, Location: 2.9S 1.0W OF GRIDLEY (Lat: 38.055625, Lng: -95.904042), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 15 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO SOUTH BIG CREEK, Facility Carried by Structure: DOBBIN RD. 189
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 160975405545, Location: 3.5N 0.7W OF GRIDLEY (Lat: 38.148750, Lng: -95.901106), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 20 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: 8TH. LN. 117
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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160975405545, Location: 3.5N 0.7W OF GRIDLEY (Lat: 38.148750, Lng: -95.901106), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 20 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: 8TH. LN. 117
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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16097580564, Location: 1.0S OF GRIDLEY (Lat: 38.083367, Lng: -95.889444), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2040), Design Load: H 20, Features Intersected: DINNER CREEK, Facility Carried by Structure: 4TH. RD. 120
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: 11.9m (39.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 16097580564, Location: 1.0S OF GRIDLEY (Lat: 38.083367, Lng: -95.889444), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2040), Design Load: H 20, Features Intersected: DINNER CREEK, Facility Carried by Structure: 4TH. RD. 120
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: 11.9m (39.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 160977205565, Location: 2.5N 0.2E OF GRIDLEY (Lat: 38.137903, Lng: -95.882056), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 20, Features Intersected: TRIB. TO VARVEL CREEK, Facility Carried by Structure: 7TH. LN. 292
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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 160977205565, Location: 2.5N 0.2E OF GRIDLEY (Lat: 38.137903, Lng: -95.882056), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 20, Features Intersected: TRIB. TO VARVEL CREEK, Facility Carried by Structure: 7TH. LN. 292
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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1609773057, Location: 4.0S OF GRIDLEY (Lat: 38.040067, Lng: -95.881444), Route carried "on" structure: County highway 10418, Year Built: 1987, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: BIG CREEK, Facility Carried by Structure: 1ST. RD. 195
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1609773057, Location: 4.0S OF GRIDLEY (Lat: 38.040067, Lng: -95.881444), Route carried "on" structure: County highway 10418, Year Built: 1987, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: BIG CREEK, Facility Carried by Structure: 1ST. RD. 195
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16097790566, Location: 2.0S 1.0E OF GRIDLEY (Lat: 38.068747, Lng: -95.867339), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: DINNER CREEK, Facility Carried by Structure: 3RD. RD. 124
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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 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: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16097790566, Location: 2.0S 1.0E OF GRIDLEY (Lat: 38.068747, Lng: -95.867339), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: DINNER CREEK, Facility Carried by Structure: 3RD. RD. 124
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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 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: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160979005544, Location: 3.5N 1.0E OF GRIDLEY (Lat: 38.148889, Lng: -95.866778), Route carried "on" structure: County highway 1081, Year Built: 2018, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 50 (year 2040), Design Load: HL 93, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: FAUNA RD. 113
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.9 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 160979005544, Location: 3.5N 1.0E OF GRIDLEY (Lat: 38.148889, Lng: -95.866778), Route carried "on" structure: County highway 1081, Year Built: 2018, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 50 (year 2040), Design Load: HL 93, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: FAUNA RD. 113
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.9 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 160979005667, Location: 1.0E 2.7S OF GRIDLEY (Lat: 38.058778, Lng: -95.867050), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Features Intersected: TRIB. TO SOUTH BIG CREEK, Facility Carried by Structure: FAUNA RD. 125
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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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 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: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160979005667, Location: 1.0E 2.7S OF GRIDLEY (Lat: 38.058778, Lng: -95.867050), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Features Intersected: TRIB. TO SOUTH BIG CREEK, Facility Carried by Structure: FAUNA RD. 125
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: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 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 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: April 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16097980554, Location: 4.0N 1.2E OF GRIDLEY (Lat: 38.156069, Lng: -95.853542), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO LONG CREEK, Facility Carried by Structure: 9TH. RD. 331
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 16097980554, Location: 4.0N 1.2E OF GRIDLEY (Lat: 38.156069, Lng: -95.853542), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO LONG CREEK, Facility Carried by Structure: 9TH. RD. 331
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 160981005664, Location: 2.4S 2.0E OF GRIDLEY (Lat: 38.062756, Lng: -95.848644), Route carried "on" structure: County highway 1013, Year Built: 2016, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 15 (year 2040), Design Load: HL 93, Features Intersected: SOUTH BIG CREEK, Facility Carried by Structure: GARNER RD. 188
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160981005664, Location: 2.4S 2.0E OF GRIDLEY (Lat: 38.062756, Lng: -95.848644), Route carried "on" structure: County highway 1013, Year Built: 2016, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 15 (year 2040), Design Load: HL 93, Features Intersected: SOUTH BIG CREEK, Facility Carried by Structure: GARNER RD. 188
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16098120556, Location: 5.8W 3.0S OF BURLINGTON (Lat: 38.141461, Lng: -95.844806), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: 8TH. RD. 115
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16098120556, Location: 5.8W 3.0S OF BURLINGTON (Lat: 38.141461, Lng: -95.844806), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: 8TH. RD. 115
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16098130564, Location: 1.0S 2.3E OF GRIDLEY (Lat: 38.083417, Lng: -95.843392), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: VARVEL CREEK, Facility Carried by Structure: 4TH. RD. 129
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: 18.0m (59.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16098130564, Location: 1.0S 2.3E OF GRIDLEY (Lat: 38.083417, Lng: -95.843392), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: VARVEL CREEK, Facility Carried by Structure: 4TH. RD. 129
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: 18.0m (59.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160983005563, Location: 3.0E 2.7N OF GRIDLEY (Lat: 38.137283, Lng: -95.830408), Route carried "on" structure: County highway 1605, Year Built: 1999, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: HOMESTEAD RD. 114
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), 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: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160983005563, Location: 3.0E 2.7N OF GRIDLEY (Lat: 38.137283, Lng: -95.830408), Route carried "on" structure: County highway 1605, Year Built: 1999, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: HOMESTEAD RD. 114
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), 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: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160983005649, Location: 3.0E 1.9S OF GRIDLEY (Lat: 38.069514, Lng: -95.830528), Route carried "on" structure: County highway 1605, Year Built: 1973, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: VARVEL CREEK, Facility Carried by Structure: HOMESTEAD RD. 128
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
Structure Number: 160983005649, Location: 3.0E 1.9S OF GRIDLEY (Lat: 38.069514, Lng: -95.830528), Route carried "on" structure: County highway 1605, Year Built: 1973, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: H 15, Features Intersected: VARVEL CREEK, Facility Carried by Structure: HOMESTEAD RD. 128
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other
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Structure Number: 160983005661, Location: 3.0E 2.1S OF GRIDLEY (Lat: 38.066958, Lng: -95.830439), Route carried "on" structure: County highway 1605, Year Built: 1973, Status: Open, Structure Length: 3.33m (10.93ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 25 (year 2040), Features Intersected: SOUTH BIG CREEK, Facility Carried by Structure: HOMESTEAD RD. 127
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 160983005661, Location: 3.0E 2.1S OF GRIDLEY (Lat: 38.066958, Lng: -95.830439), Route carried "on" structure: County highway 1605, Year Built: 1973, Status: Open, Structure Length: 3.33m (10.93ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 25 (year 2040), Features Intersected: SOUTH BIG CREEK, Facility Carried by Structure: HOMESTEAD RD. 127
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 16098340564, Location: 1.0S 3.3E OF GRIDLEY (Lat: 38.083417, Lng: -95.829875), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: TRIB. S. BIG CREEK, Facility Carried by Structure: 4TH. RD. 186
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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 16098340564, Location: 1.0S 3.3E OF GRIDLEY (Lat: 38.083417, Lng: -95.829875), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: TRIB. S. BIG CREEK, Facility Carried by Structure: 4TH. RD. 186
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: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 161015005682, Location: 4.0N 1.5E OF GRIDLEY (Lat: 38.156069, Lng: -95.861833), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 20, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: 9th Rd. 159
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 161015005682, Location: 4.0N 1.5E OF GRIDLEY (Lat: 38.156069, Lng: -95.861833), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 20, Features Intersected: NORTH BIG CREEK, Facility Carried by Structure: 9th Rd. 159
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Other Special Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999905800160351, Location: 6.42 MI-S/E GRNWD COLN (Lat: 38.097778, Lng: -95.863056), Route carried "on" structure: State highway 58, Year Built: 1935, Year Reconstructed: 1954, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 472 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 623 (year 2041), Design Load: H 15, Features Intersected: VARVEL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 10.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Meets minimum limits, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999905800160351, Location: 6.42 MI-S/E GRNWD COLN (Lat: 38.097778, Lng: -95.863056), Route carried "on" structure: State highway 58, Year Built: 1935, Year Reconstructed: 1954, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 472 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 623 (year 2041), Design Load: H 15, Features Intersected: VARVEL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 10.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Meets minimum limits, Length Of Structure Improvement: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999905800160361, Location: 6.96 MI-S/E GRNWD COLN (Lat: 38.097778, Lng: -95.853056), Route carried "on" structure: State highway 58, Year Built: 1935, Year Reconstructed: 1954, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 472 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 623 (year 2041), Design Load: H 15, Features Intersected: S FK BIG CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.135, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999905800160361, Location: 6.96 MI-S/E GRNWD COLN (Lat: 38.097778, Lng: -95.853056), Route carried "on" structure: State highway 58, Year Built: 1935, Year Reconstructed: 1954, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 472 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 623 (year 2041), Design Load: H 15, Features Intersected: S FK BIG CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.135, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.55m (8.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999905800160371, Location: 8.59 MI-S/E GRNWD COLN (Lat: 38.097778, Lng: -95.823333), Route carried "on" structure: State highway 58, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 472 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 623 (year 2041), Design Load: H 15, Features Intersected: S FK BIG CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.757, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999905800160371, Location: 8.59 MI-S/E GRNWD COLN (Lat: 38.097778, Lng: -95.823333), Route carried "on" structure: State highway 58, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 472 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 623 (year 2041), Design Load: H 15, Features Intersected: S FK BIG CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.757, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous