Bridge Statistics for Wheeler, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 184ft / 55.9mTotal length
- $2,105,000Total costs
- 18,096Total average daily traffic
- 2,527Total average daily truck traffic
- 20,527Total future (year 2025) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wheeler
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21960-1969
- 51970-1979
- 31980-1989
- 12010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 58.3%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 75.0%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 16.7%Very good
- 8.3%Good
- 41.7%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 10.0%Very good
- 10.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- 20.0%Poor
Find on map >> Show street view
Structure Number: 714A009 04648, Location: 010 MI N WHEELER (Lat: 45.701200, Lng: -123.880481), Route carried "on" structure: US 101, Year Built: 1984, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 5,074 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: Gallagher Slough
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.754, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 714A009 04648, Location: 010 MI N WHEELER (Lat: 45.701200, Lng: -123.880481), Route carried "on" structure: US 101, Year Built: 1984, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 5,074 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: Gallagher Slough
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.754, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1051A009 04663, Location: 001 MI S HWY 101/53 JCT (Lat: 45.700064, Lng: -123.877917), Route carried "on" structure: US 101, Year Built: 1984, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 5,074 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: POTB RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.995, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1051A009 04663, Location: 001 MI S HWY 101/53 JCT (Lat: 45.700064, Lng: -123.877917), Route carried "on" structure: US 101, Year Built: 1984, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 5,074 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: POTB RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.995, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 1217 046 01776, Location: 016 MI NE HWY 53 & 101 JT (Lat: 45.709133, Lng: -123.858686), Route carried "on" structure: Alternate State highway 53, Year Built: 1926, Status: Open, Structure Length: 9.56m (31.36ft), Average Daily Traffic: 1,648 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: H 15, Features Intersected: Nehalam River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,608,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1217 046 01776, Location: 016 MI NE HWY 53 & 101 JT (Lat: 45.709133, Lng: -123.858686), Route carried "on" structure: Alternate State highway 53, Year Built: 1926, Status: Open, Structure Length: 9.56m (31.36ft), Average Daily Traffic: 1,648 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: H 15, Features Intersected: Nehalam River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,608,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1371A046 01791, Location: 01.0 MI NE JCT HWY 53 101 (Lat: 45.708400, Lng: -123.862000), Route carried "on" structure: State highway 46, Year Built: 1980, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 1,648 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20, Features Intersected: Mohler Oflow
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.823, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), 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: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1371A046 01791, Location: 01.0 MI NE JCT HWY 53 101 (Lat: 45.708400, Lng: -123.862000), Route carried "on" structure: State highway 46, Year Built: 1980, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 1,648 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 20, Features Intersected: Mohler Oflow
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.823, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), 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: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 22204 000 01156, Location: 1.2 MI EAST OF MOHLER (Lat: 45.699894, Lng: -123.843961), Route carried "on" structure: County highway A0726, Year Built: 2017, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 2,076 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,471 (year 2025), Design Load: HL 93, Features Intersected: NEHALEM RIVER, Facility Carried by Structure: MIAMI-FOLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.604, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 88.4m (290.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22204 000 01156, Location: 1.2 MI EAST OF MOHLER (Lat: 45.699894, Lng: -123.843961), Route carried "on" structure: County highway A0726, Year Built: 2017, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 2,076 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,471 (year 2025), Design Load: HL 93, Features Intersected: NEHALEM RIVER, Facility Carried by Structure: MIAMI-FOLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.604, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 88.4m (290.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 57C01 563 01028, Location: 02.5 MI SE MOHLER (Lat: 45.679700, Lng: -123.838000), Route carried "on" structure: County highway A0726, Year Built: 1971, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,016 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,386 (year 2025), Design Load: HS 20, Features Intersected: EAST FOLEY CREEK, Facility Carried by Structure: MIAMI-FOLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.295, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C01 563 01028, Location: 02.5 MI SE MOHLER (Lat: 45.679700, Lng: -123.838000), Route carried "on" structure: County highway A0726, Year Built: 1971, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,016 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,386 (year 2025), Design Load: HS 20, Features Intersected: EAST FOLEY CREEK, Facility Carried by Structure: MIAMI-FOLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.295, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 57C14 511 0003, Location: 1.2 MI SE HWY 53 (Lat: 45.695089, Lng: -123.846531), Route carried "on" structure: County highway C0511, Year Built: 1960, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 54 (year 2020), Average Future Daily Traffic: 64 (year 2025), Design Load: HS 15, Features Intersected: FOLEY CREEK, Facility Carried by Structure: SOUTH LOMMEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.269, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.5m (11.5ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $497,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57C14 511 0003, Location: 1.2 MI SE HWY 53 (Lat: 45.695089, Lng: -123.846531), Route carried "on" structure: County highway C0511, Year Built: 1960, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 54 (year 2020), Average Future Daily Traffic: 64 (year 2025), Design Load: HS 15, Features Intersected: FOLEY CREEK, Facility Carried by Structure: SOUTH LOMMEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.269, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.5m (11.5ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $497,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 57C15 511 0001, Location: .7 MI SE HWY 53/FOSS RD (Lat: 45.702819, Lng: -123.848550), Route carried "on" structure: County highway C0511, Year Built: 1965, Year Reconstructed: 2015, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 17 (year 2020), Average Future Daily Traffic: 22 (year 2025), Design Load: HL 93, Features Intersected: PORT OF TILLAMOOK BAY RR, Facility Carried by Structure: NORTH LOMMEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57C15 511 0001, Location: .7 MI SE HWY 53/FOSS RD (Lat: 45.702819, Lng: -123.848550), Route carried "on" structure: County highway C0511, Year Built: 1965, Year Reconstructed: 2015, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 17 (year 2020), Average Future Daily Traffic: 22 (year 2025), Design Load: HL 93, Features Intersected: PORT OF TILLAMOOK BAY RR, Facility Carried by Structure: NORTH LOMMEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 57C66 553 00013, Location: 4.5 MI S MOHLER FOLEY EST (Lat: 45.644950, Lng: -123.856022), Route carried "on" structure: Other road C0553, Year Built: 1972, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 144 (year 2020), Average Future Daily Traffic: 174 (year 2025), Design Load: HS 20, Features Intersected: FOLEY CREEK, Facility Carried by Structure: SOUTH POINT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.201, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57C66 553 00013, Location: 4.5 MI S MOHLER FOLEY EST (Lat: 45.644950, Lng: -123.856022), Route carried "on" structure: Other road C0553, Year Built: 1972, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 144 (year 2020), Average Future Daily Traffic: 174 (year 2025), Design Load: HS 20, Features Intersected: FOLEY CREEK, Facility Carried by Structure: SOUTH POINT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.201, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 57C67 554 00015, Location: 4.5 MI S MOHLER FOLEY EST (Lat: 45.647700, Lng: -123.854200), Route carried "on" structure: Other road C0554, Year Built: 1972, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 138 (year 2020), Average Future Daily Traffic: 163 (year 2025), Design Load: HS 20, Features Intersected: FOLEY CREEK, Facility Carried by Structure: WEST POINT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.233, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 57C67 554 00015, Location: 4.5 MI S MOHLER FOLEY EST (Lat: 45.647700, Lng: -123.854200), Route carried "on" structure: Other road C0554, Year Built: 1972, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 138 (year 2020), Average Future Daily Traffic: 163 (year 2025), Design Load: HS 20, Features Intersected: FOLEY CREEK, Facility Carried by Structure: WEST POINT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.233, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 57C68 31730003, Location: 4.5 MI SOUTH OF MOHLER (Lat: 45.652103, Lng: -123.849164), Route carried "on" structure: Other road C3173, Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 138 (year 2020), Average Future Daily Traffic: 163 (year 2025), Design Load: HS 20, Features Intersected: FOLEY CREEK, Facility Carried by Structure: COHO WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.293, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57C68 31730003, Location: 4.5 MI SOUTH OF MOHLER (Lat: 45.652103, Lng: -123.849164), Route carried "on" structure: Other road C3173, Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 138 (year 2020), Average Future Daily Traffic: 163 (year 2025), Design Load: HS 20, Features Intersected: FOLEY CREEK, Facility Carried by Structure: COHO WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.293, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 57C69 31760002, Location: 4.5 SOUTH OF MOHLER (Lat: 45.655700, Lng: -123.846400), Route carried "on" structure: County highway C3176, Year Built: 1972, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 69 (year 2020), Average Future Daily Traffic: 84 (year 2025), Design Load: HS 20, Features Intersected: FOLEY CREEK, Facility Carried by Structure: RIDGE VIEW WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57C69 31760002, Location: 4.5 SOUTH OF MOHLER (Lat: 45.655700, Lng: -123.846400), Route carried "on" structure: County highway C3176, Year Built: 1972, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 69 (year 2020), Average Future Daily Traffic: 84 (year 2025), Design Load: HS 20, Features Intersected: FOLEY CREEK, Facility Carried by Structure: RIDGE VIEW WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete