Bridge Statistics for Bennet, Nebraska (NE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 125ft / 38.2mTotal length
- 52,807Total average daily traffic
- 9,898Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bennet
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 11940-1949
- 21950-1959
- 41960-1969
- 21970-1979
- 21980-1989
- 61990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- Bridge Condition - Deck
- 6.7%Very good
- 26.7%Good
- 20.0%Satisfactory
- 40.0%Fair
- 6.7%Poor
- Bridge Condition - Superstructure
- 6.7%Very good
- 46.7%Good
- 20.0%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 6.7%Very good
- 33.3%Good
- 20.0%Satisfactory
- 20.0%Fair
- 13.3%Poor
- 6.7%Serious
- Bridge Condition - Channel
- 14.3%Very good
- 14.3%Good
- 19.0%Satisfactory
- 42.9%Fair
- 9.5%Poor
- Bridge Condition - Culverts
- 14.3%Excellent
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
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Structure Number: C005503915, Location: 3W .3S OF BENNET (Lat: 40.679700, Lng: -96.558500), Route carried "on" structure: County highway 39, Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 269 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 457 (year 2033), Design Load: HS 20, Features Intersected: STREAM (R 98), Facility Carried by Structure: S 120TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: C005503915, Location: 3W .3S OF BENNET (Lat: 40.679700, Lng: -96.558500), Route carried "on" structure: County highway 39, Year Built: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 269 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 457 (year 2033), Design Load: HS 20, Features Intersected: STREAM (R 98), Facility Carried by Structure: S 120TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: C005504103P, Location: .5S 1W BENNET (Lat: 40.672800, Lng: -96.530300), Route carried "on" structure: County highway P41, Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2003), Average Future Daily Traffic: 51 (year 2033), Features Intersected: STREAM (R 161), Facility Carried by Structure: S 141ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: C005504103P, Location: .5S 1W BENNET (Lat: 40.672800, Lng: -96.530300), Route carried "on" structure: County highway P41, Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2003), Average Future Daily Traffic: 51 (year 2033), Features Intersected: STREAM (R 161), Facility Carried by Structure: S 141ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: C00550432, Location: .5W .8S BENNETT (Lat: 40.673500, Lng: -96.520800), Route carried "on" structure: County highway 43, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 76 (year 2017), Average Future Daily Traffic: 129 (year 2038), Features Intersected: LITTLE NEMAHA RI (R 66), Facility Carried by Structure: S 148TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: C00550432, Location: .5W .8S BENNETT (Lat: 40.673500, Lng: -96.520800), Route carried "on" structure: County highway 43, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 76 (year 2017), Average Future Daily Traffic: 129 (year 2038), Features Intersected: LITTLE NEMAHA RI (R 66), Facility Carried by Structure: S 148TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: C00550472, Location: 1E OF BENNET (Lat: 40.681800, Lng: -96.482900), Route carried "on" structure: County highway 47, Year Built: 1986, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 121 (year 2019), Average Future Daily Traffic: 205 (year 2040), Design Load: HS 20, Features Intersected: LITTLE NEMAHA RI (R 17), Facility Carried by Structure: S 176TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C00550472, Location: 1E OF BENNET (Lat: 40.681800, Lng: -96.482900), Route carried "on" structure: County highway 47, Year Built: 1986, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 121 (year 2019), Average Future Daily Traffic: 205 (year 2040), Design Load: HS 20, Features Intersected: LITTLE NEMAHA RI (R 17), Facility Carried by Structure: S 176TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C00550491, Location: 2S N2 OTOE CL (Lat: 40.685900, Lng: -96.463900), Route carried "on" structure: County highway 49, Year Built: 1930, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 30 (year 2003), Average Future Daily Traffic: 51 (year 2033), Design Load: HS 20, Features Intersected: LITTLE NEMAHA RIV (R 15), Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 15.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C00550491, Location: 2S N2 OTOE CL (Lat: 40.685900, Lng: -96.463900), Route carried "on" structure: County highway 49, Year Built: 1930, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 30 (year 2003), Average Future Daily Traffic: 51 (year 2033), Design Load: HS 20, Features Intersected: LITTLE NEMAHA RIV (R 15), Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 15.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C005505205P, Location: W EDGE OF BENNET (Lat: 40.679100, Lng: -96.512300), Route carried "on" structure: County highway P52, Year Built: 1941, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 95 (year 2003), Average Future Daily Traffic: 161 (year 2033), Features Intersected: STREAM (R 156), Facility Carried by Structure: GARDEN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: C005505205P, Location: W EDGE OF BENNET (Lat: 40.679100, Lng: -96.512300), Route carried "on" structure: County highway P52, Year Built: 1941, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 95 (year 2003), Average Future Daily Traffic: 161 (year 2033), Features Intersected: STREAM (R 156), Facility Carried by Structure: GARDEN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: C005505625, Location: JCT N2/N43 4S .2W (Lat: 40.653800, Lng: -96.509900), Route carried "on" structure: County highway 3290, Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 578 (year 2012), Average Future Daily Traffic: 982 (year 2033), Features Intersected: STREAM (R 184)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C005505625, Location: JCT N2/N43 4S .2W (Lat: 40.653800, Lng: -96.509900), Route carried "on" structure: County highway 3290, Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 578 (year 2012), Average Future Daily Traffic: 982 (year 2033), Features Intersected: STREAM (R 184)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C00551452, Location: 3.5N OF BENNET (Lat: 40.744000, Lng: -96.501900), Route carried "on" structure: County highway 145, Year Built: 2008, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 119 (year 2014), Average Future Daily Traffic: 202 (year 2034), Design Load: HS 20, Features Intersected: HOOPER CREEK (Q 196), Facility Carried by Structure: S 162ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: C00551452, Location: 3.5N OF BENNET (Lat: 40.744000, Lng: -96.501900), Route carried "on" structure: County highway 145, Year Built: 2008, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 119 (year 2014), Average Future Daily Traffic: 202 (year 2034), Design Load: HS 20, Features Intersected: HOOPER CREEK (Q 196), Facility Carried by Structure: S 162ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: C005515425, Location: .5S 2W OF BENNET (Lat: 40.668800, Lng: -96.547100), Route carried "on" structure: County highway 154, Year Built: 1961, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 51 (year 2003), Average Future Daily Traffic: 86 (year 2033), Features Intersected: LITTLE NEMAHA RI (R 168), Facility Carried by Structure: WITTSTRUCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C005515425, Location: .5S 2W OF BENNET (Lat: 40.668800, Lng: -96.547100), Route carried "on" structure: County highway 154, Year Built: 1961, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 51 (year 2003), Average Future Daily Traffic: 86 (year 2033), Features Intersected: LITTLE NEMAHA RI (R 168), Facility Carried by Structure: WITTSTRUCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C005535215, Location: .2W OF BENNET (Lat: 40.682700, Lng: -96.514500), Route carried "on" structure: County highway 352, Year Built: 1973, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 142 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2037), Features Intersected: STREAM (R 139), Facility Carried by Structure: BENNET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: C005535215, Location: .2W OF BENNET (Lat: 40.682700, Lng: -96.514500), Route carried "on" structure: County highway 352, Year Built: 1973, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 142 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2037), Features Intersected: STREAM (R 139), Facility Carried by Structure: BENNET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: C00553522, Location: 1.2E OF BENNET (Lat: 40.682300, Lng: -96.473200), Route carried "on" structure: County highway 352, Year Built: 1993, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 71 (year 2000), Average Future Daily Traffic: 120 (year 2033), Design Load: HS 20, Features Intersected: LITTLE NEMAHA R (R 148), Facility Carried by Structure: BENNET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C00553522, Location: 1.2E OF BENNET (Lat: 40.682300, Lng: -96.473200), Route carried "on" structure: County highway 352, Year Built: 1993, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 71 (year 2000), Average Future Daily Traffic: 120 (year 2033), Design Load: HS 20, Features Intersected: LITTLE NEMAHA R (R 148), Facility Carried by Structure: BENNET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: C00660033, Location: 2.5W 3.5S PALMYRA (Lat: 40.652100, Lng: -96.444800), Route carried "on" structure: County highway 7915, Year Built: 1935, Year Reconstructed: 1980, Status: Temporarily open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 75 (year 2033), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.470, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Poor, Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: C00660033, Location: 2.5W 3.5S PALMYRA (Lat: 40.652100, Lng: -96.444800), Route carried "on" structure: County highway 7915, Year Built: 1935, Year Reconstructed: 1980, Status: Temporarily open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 75 (year 2033), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.470, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Poor, Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: C006600335, Location: 2.5W 2.4S PALMYRA (Lat: 40.666300, Lng: -96.444800), Route carried "on" structure: County highway 7915, Year Built: 2017, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 127 (year 2033), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2018
Structure Number: C006600335, Location: 2.5W 2.4S PALMYRA (Lat: 40.666300, Lng: -96.444800), Route carried "on" structure: County highway 7915, Year Built: 2017, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 127 (year 2033), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2018
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Structure Number: C00660034, Location: 2.5W 1S PALMYRA (Lat: 40.685200, Lng: -96.444800), Route carried "on" structure: County highway 7915, Year Built: 1935, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 127 (year 2033), Features Intersected: LITTLE NEMAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.835, 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: 2, Number Of Approach Spans: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 8.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: C00660034, Location: 2.5W 1S PALMYRA (Lat: 40.685200, Lng: -96.444800), Route carried "on" structure: County highway 7915, Year Built: 1935, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 127 (year 2033), Features Intersected: LITTLE NEMAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.835, 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: 2, Number Of Approach Spans: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 8.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: C006601405, Location: 3.2W OF PALMYRA (Lat: 40.696700, Lng: -96.460000), Route carried "on" structure: County highway 14, Year Built: 1975, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2003), Average Future Daily Traffic: 34 (year 2033), Features Intersected: STREAM, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: C006601405, Location: 3.2W OF PALMYRA (Lat: 40.696700, Lng: -96.460000), Route carried "on" structure: County highway 14, Year Built: 1975, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2003), Average Future Daily Traffic: 34 (year 2033), Features Intersected: STREAM, Facility Carried by Structure: COUNTY HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: C006602005, Location: 4N 2.6W DOUGLAS (Lat: 40.653500, Lng: -96.442600), Route carried "on" structure: County highway 7816, Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 60 (year 2033), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.502, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 4.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: C006602005, Location: 4N 2.6W DOUGLAS (Lat: 40.653500, Lng: -96.442600), Route carried "on" structure: County highway 7816, Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 60 (year 2033), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.502, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 4.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: S002 47043, Location: .5N BENNET (Lat: 40.711600, Lng: -96.506700), Route carried "on" structure: State highway 43, Year Built: 1996, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 7,235 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10,491 (year 2038), Design Load: HS 25 or greater, Features Intersected: N2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.749, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S002 47043, Location: .5N BENNET (Lat: 40.711600, Lng: -96.506700), Route carried "on" structure: State highway 43, Year Built: 1996, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 7,235 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 10,491 (year 2038), Design Load: HS 25 or greater, Features Intersected: N2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.749, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S002 47229L, Location: 4W PALMYRA (Lat: 40.711700, Lng: -96.471100), Route carried "on" structure: State highway 2, Year Built: 1997, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 12,265 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 23,304 (year 2038), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S002 47229L, Location: 4W PALMYRA (Lat: 40.711700, Lng: -96.471100), Route carried "on" structure: State highway 2, Year Built: 1997, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 12,265 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 23,304 (year 2038), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S002 47229R, Location: 4W PALMYRA (Lat: 40.711500, Lng: -96.471100), Route carried "on" structure: State highway 2, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 12,265 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 23,304 (year 2038), Design Load: HS 20, Features Intersected: LITTLE NEMAHA RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: S002 47229R, Location: 4W PALMYRA (Lat: 40.711500, Lng: -96.471100), Route carried "on" structure: State highway 2, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 12,265 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 23,304 (year 2038), Design Load: HS 20, Features Intersected: LITTLE NEMAHA RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: S043 01211, Location: 3S BENNET (Lat: 40.640500, Lng: -96.501900), Route carried "on" structure: State highway 43, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,940 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,263 (year 2038), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.949, 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)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: S043 01211, Location: 3S BENNET (Lat: 40.640500, Lng: -96.501900), Route carried "on" structure: State highway 43, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,940 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,263 (year 2038), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.949, 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)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: S043 01441, Location: 1S BENNET (Lat: 40.673000, Lng: -96.506500), Route carried "on" structure: State highway 43, Year Built: 1961, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 2,940 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,263 (year 2038), Design Load: H 20, Features Intersected: LITTLE NEMAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.319, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S043 01441, Location: 1S BENNET (Lat: 40.673000, Lng: -96.506500), Route carried "on" structure: State highway 43, Year Built: 1961, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 2,940 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,263 (year 2038), Design Load: H 20, Features Intersected: LITTLE NEMAHA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.319, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S043 0146, Location: 0S BENNET (Lat: 40.675700, Lng: -96.506600), Route carried "on" structure: State highway 43, Year Built: 1961, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 2,940 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,263 (year 2038), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S043 0146, Location: 0S BENNET (Lat: 40.675700, Lng: -96.506600), Route carried "on" structure: State highway 43, Year Built: 1961, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 2,940 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,263 (year 2038), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S002 47043, Location: .5N BENNET (Lat: 40.711600, Lng: -96.506700), Route carried "under" structure: State highway 2, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 10,335 (year 2012), Truck Traffic: 21%, Features Intersected: N2, Facility Carried by Structure: N43
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 75.708, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: S002 47043, Location: .5N BENNET (Lat: 40.711600, Lng: -96.506700), Route carried "under" structure: State highway 2, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 10,335 (year 2012), Truck Traffic: 21%, Features Intersected: N2, Facility Carried by Structure: N43
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 75.708, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)