Bridge Statistics for Lodgepole, Nebraska (NE)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 125ft / 37.8mTotal length
- 40,355Total average daily traffic
- 23,076Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lodgepole
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11960-1969
- 51970-1979
- 11980-1989
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 62.5%Very good
- 37.5%Good
- Bridge Condition - Superstructure
- 37.5%Excellent
- 37.5%Very good
- 12.5%Good
- 12.5%Satisfactory
- Bridge Condition - Substructure
- 37.5%Excellent
- 12.5%Very good
- 25.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 57.1%Excellent
- 28.6%Very good
- 14.3%Good
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
Find on map >> Show street view
Structure Number: C001717305, Location: 2W LODGEPOLE (Lat: 41.133300, Lng: -102.686700), Route carried "on" structure: County highway 173, Year Built: 1935, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 35 (year 2003), Average Future Daily Traffic: 59 (year 2033), Features Intersected: LODGEPOLE CREEK, Facility Carried by Structure: CO RD 143 MI 14322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C001717305, Location: 2W LODGEPOLE (Lat: 41.133300, Lng: -102.686700), Route carried "on" structure: County highway 173, Year Built: 1935, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 35 (year 2003), Average Future Daily Traffic: 59 (year 2033), Features Intersected: LODGEPOLE CREEK, Facility Carried by Structure: CO RD 143 MI 14322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: C001717905, Location: JCT I80/L-17F .5S (Lat: 41.106600, Lng: -102.629700), Route carried "on" structure: County highway 1200, Year Built: 1981, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 75 (year 2011), Average Future Daily Traffic: 75 (year 2033), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: CO RD 149 MI 14916
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 33.0 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: C001717905, Location: JCT I80/L-17F .5S (Lat: 41.106600, Lng: -102.629700), Route carried "on" structure: County highway 1200, Year Built: 1981, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 75 (year 2011), Average Future Daily Traffic: 75 (year 2033), Design Load: HS 20, Features Intersected: COW CREEK, Facility Carried by Structure: CO RD 149 MI 14916
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 33.0 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: S030 07625, Location: 1W LODGEPOLE (Lat: 41.154500, Lng: -102.652100), Route carried "on" structure: US 30, Year Built: 2012, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,130 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,526 (year 2038), Design Load: HL 93, Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.271, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 42.0 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
Structure Number: S030 07625, Location: 1W LODGEPOLE (Lat: 41.154500, Lng: -102.652100), Route carried "on" structure: US 30, Year Built: 2012, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,130 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,526 (year 2038), Design Load: HL 93, Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.271, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 42.0 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
Find on map >> Show street view
Structure Number: S030 07892, Location: 2E LODGEPOLE (Lat: 41.139600, Lng: -102.604600), Route carried "on" structure: US 30, Year Built: 1962, Year Reconstructed: 1993, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,045 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,359 (year 2038), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.701, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 42.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: S030 07892, Location: 2E LODGEPOLE (Lat: 41.139600, Lng: -102.604600), Route carried "on" structure: US 30, Year Built: 1962, Year Reconstructed: 1993, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,045 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,359 (year 2038), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.701, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 42.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Find on map >> Show street view
Structure Number: S080 07365, Location: 3W LODGEPOLE INTERCHNG (Lat: 41.113300, Lng: -102.686400), Route carried "on" structure: County highway 181, Year Built: 1971, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 35 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2033), Design Load: H 20, Features Intersected: I80, Facility Carried by Structure: RD 143
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S080 07365, Location: 3W LODGEPOLE INTERCHNG (Lat: 41.113300, Lng: -102.686400), Route carried "on" structure: County highway 181, Year Built: 1971, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 35 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2033), Design Load: H 20, Features Intersected: I80, Facility Carried by Structure: RD 143
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: S080 07661L, Location: LODGEPOLE INTERCHNG (Lat: 41.113800, Lng: -102.629800), Route carried "on" structure: Interstate 80, Year Built: 2017, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 7,550 (year 2018), Truck Traffic: 61%, Average Future Daily Traffic: 7,550 (year 2038), Design Load: HL 93, Features Intersected: LINK 17F & RD 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.329, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S080 07661L, Location: LODGEPOLE INTERCHNG (Lat: 41.113800, Lng: -102.629800), Route carried "on" structure: Interstate 80, Year Built: 2017, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 7,550 (year 2018), Truck Traffic: 61%, Average Future Daily Traffic: 7,550 (year 2038), Design Load: HL 93, Features Intersected: LINK 17F & RD 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.329, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: S080 07661R, Location: LODGEPOLE INTERCHNG (Lat: 41.113500, Lng: -102.629800), Route carried "on" structure: Interstate 80, Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 7,550 (year 2018), Truck Traffic: 61%, Average Future Daily Traffic: 7,550 (year 2038), Design Load: HL 93, Features Intersected: LINK 17F & RD 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.329, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S080 07661R, Location: LODGEPOLE INTERCHNG (Lat: 41.113500, Lng: -102.629800), Route carried "on" structure: Interstate 80, Year Built: 1971, Year Reconstructed: 2016, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 7,550 (year 2018), Truck Traffic: 61%, Average Future Daily Traffic: 7,550 (year 2038), Design Load: HL 93, Features Intersected: LINK 17F & RD 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.329, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: S080 07690L, Location: 1E LODGEPOLE INTERCHG (Lat: 41.113900, Lng: -102.624200), Route carried "on" structure: Interstate 80, Year Built: 2017, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 7,615 (year 2018), Truck Traffic: 60%, Average Future Daily Traffic: 7,615 (year 2038), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Excellent, Operating Rating: 55.0 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: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S080 07690L, Location: 1E LODGEPOLE INTERCHG (Lat: 41.113900, Lng: -102.624200), Route carried "on" structure: Interstate 80, Year Built: 2017, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 7,615 (year 2018), Truck Traffic: 60%, Average Future Daily Traffic: 7,615 (year 2038), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Excellent, Operating Rating: 55.0 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: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: S080 07690R, Location: 1E LODGEPOLE INTERCHG (Lat: 41.113600, Lng: -102.624200), Route carried "on" structure: Interstate 80, Year Built: 2016, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 7,615 (year 2018), Truck Traffic: 60%, Average Future Daily Traffic: 7,615 (year 2038), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.0 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: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S080 07690R, Location: 1E LODGEPOLE INTERCHG (Lat: 41.113600, Lng: -102.624200), Route carried "on" structure: Interstate 80, Year Built: 2016, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 7,615 (year 2018), Truck Traffic: 60%, Average Future Daily Traffic: 7,615 (year 2038), Design Load: HS 20, Features Intersected: COW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 55.0 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: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: SL17F00179, Location: 1S LODGEPOLE (Lat: 41.138300, Lng: -102.629600), Route carried "on" structure: Spur State highway L17F, Year Built: 1971, Year Reconstructed: 2008, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 185 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 241 (year 2038), Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.288, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.0 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: SL17F00179, Location: 1S LODGEPOLE (Lat: 41.138300, Lng: -102.629600), Route carried "on" structure: Spur State highway L17F, Year Built: 1971, Year Reconstructed: 2008, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 185 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 241 (year 2038), Features Intersected: LODGEPOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.288, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.0 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: S080 07365, Location: 3W LODGEPOLE INTERCHNG (Lat: 41.113300, Lng: -102.686400), Route carried "under" structure: Interstate 80, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 7,280 (year 2013), Truck Traffic: 60%, Features Intersected: I80, Facility Carried by Structure: RD 143
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.853, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: S080 07365, Location: 3W LODGEPOLE INTERCHNG (Lat: 41.113300, Lng: -102.686400), Route carried "under" structure: Interstate 80, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 7,280 (year 2013), Truck Traffic: 60%, Features Intersected: I80, Facility Carried by Structure: RD 143
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.853, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Find on map >> Show street view
Structure Number: S080 07661L, Location: LODGEPOLE INTERCHNG (Lat: 41.113800, Lng: -102.629800), Route carried "under" structure: Spur State highway L17F, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 120 (year 2012), Truck Traffic: 13%, Features Intersected: LINK 17F & RD 149, Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: S080 07661L, Location: LODGEPOLE INTERCHNG (Lat: 41.113800, Lng: -102.629800), Route carried "under" structure: Spur State highway L17F, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 120 (year 2012), Truck Traffic: 13%, Features Intersected: LINK 17F & RD 149, Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Find on map >> Show street view
Structure Number: S080 07661R, Location: LODGEPOLE INTERCHNG (Lat: 41.113500, Lng: -102.629800), Route carried "under" structure: Spur State highway L17F, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 120 (year 2012), Truck Traffic: 13%, Features Intersected: LINK 17F & RD 149, Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.013, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: S080 07661R, Location: LODGEPOLE INTERCHNG (Lat: 41.113500, Lng: -102.629800), Route carried "under" structure: Spur State highway L17F, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 120 (year 2012), Truck Traffic: 13%, Features Intersected: LINK 17F & RD 149, Facility Carried by Structure: I80
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.013, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.4m (57.1ft)