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Bridge Statistics for Heppner, Oregon (OR) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Heppner, OR, Oregon, Oregon forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 18 meters (59ft) Total costs: $286,000 Total average daily traffic: 8,234 Total average daily truck traffic: 1,811 Total future (year 2024) average daily traffic: 9,195 National Bridge Inventory (NBI) Registered Bridges for Heppner
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 776A052 04547, Location: HEPPNER (Lat: 45.359361, Lng: -119.554233), Route carried "on" structure: State highway 74, Year Built: 1921, Year Reconstructed: 1964, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,400 (year 2006), Truck Traffic: 24%, Average Future Daily Traffic: 1,800 (year 2026), Design Load: H 15, Features Intersected: HINTON CREEK Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 73.177, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 13.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 777A052 04556, Location: IN HEPPNER (Lat: 45.358247, Lng: -119.553450), Route carried "on" structure: State highway 74, Year Built: 1964, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,400 (year 2006), Truck Traffic: 24%, Average Future Daily Traffic: 2,500 (year 2026), Design Load: HS 20, Features Intersected: WILLOW CREEK Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 73.322, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 778A052 04599, Location: 0.1 MI. E. JCT OR 206/207 (Lat: 45.353431, Lng: -119.551603), Route carried "on" structure: State highway 74, Year Built: 1921, Year Reconstructed: 1980, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,900 (year 2006), Truck Traffic: 24%, Average Future Daily Traffic: 2,700 (year 2026), Design Load: H 15, Features Intersected: WILLOW CREEK Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 74.014, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10958A0612, Location: 0.06 MI W OF HWY 74 (Lat: 45.365000, Lng: -119.566669), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 269 (year 2006), Truck Traffic: 39%, Average Future Daily Traffic: 404 (year 2026), Design Load: HS 20, Features Intersected: WILLOW CREEK EB, Facility Carried by Structure: FULLER CANYON RD Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 18375 05101, Location: 0.06 MI N OF HWY 74 (Lat: 45.358631, Lng: -119.546400), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 167 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 250 (year 2026), Design Load: HS 25, Features Intersected: HINTON CREEK, Facility Carried by Structure: CITY ST (BUS STOP) Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 49B01T, Location: CITY OF HEPPNER (Lat: 45.348703, Lng: -119.546311), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 392 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 589 (year 2026), Design Load: HS 20, Features Intersected: WILLOW CREEK EB, Facility Carried by Structure: ALFALFA ST Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49B03, Location: WILLOW CK AT KIRK ST. (Lat: 45.352311, Lng: -119.551200), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 15 (year 2024), Features Intersected: WILLOW CREEK, Facility Carried by Structure: Kirk St. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.1m (10.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 49B04, Location: CITY OF HEPPNER (Lat: 45.351289, Lng: -119.552317), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 134 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 201 (year 2026), Design Load: HS 20, Features Intersected: SHOBE CREEK, Facility Carried by Structure: CHASE STREET Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: August 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49B05, Location: CITY OF HEPPNER (Lat: 45.350558, Lng: -119.553531), Route carried "on" structure: City street C0000, Year Built: 1978, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 55 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 34 (year 2026), Design Load: HS 20, Features Intersected: SHOBE CREEK, Facility Carried by Structure: SOUTH MAIN STREET Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49B07, Location: CITY OF HEPPNER (Lat: 45.357661, Lng: -119.549367), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 56 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 83 (year 2026), Design Load: HS 20, Features Intersected: HINTON CREEK, Facility Carried by Structure: ELDER STREET Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49B09, Location: 0.05 MI W OF HWY 74 (Lat: 45.359219, Lng: -119.554928), Route carried "on" structure: City street , Year Built: 1915, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 225 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 269 (year 2026), Features Intersected: WILLOW CREEK EB, Facility Carried by Structure: RIVERSIDE AVENUE Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49B1, Location: 0.23 MI W OF HWY 74 (Lat: 45.361475, Lng: -119.559031), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 216 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2026), Design Load: HS 20, Features Intersected: WILLOW CREEK EB, Facility Carried by Structure: MORGAN STREET Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 49B11, Location: 0.25 MI W OF HWY 74 (Lat: 45.363019, Lng: -119.561069), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10 (year 2006), Average Future Daily Traffic: 10 (year 2026), Design Load: H 15, Features Intersected: WILLOW CREEK EB, Facility Carried by Structure: SPERRY STREET Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $18,000, Total Project Cost: $286,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Oregon forum Back to: Heppner, OR, Oregon, All US cities.
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