Bridge Statistics for Dixie, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 49ft / 15.0mTotal length
- $15,821,000Total costs
- 10,612Total average daily traffic
- 1,318Total average daily truck traffic
- 12,277Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Dixie
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11950-1959
- 31970-1979
- 31990-1999
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 50.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- Bridge Condition - Superstructure
- 45.5%Very good
- 9.1%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 45.5%Very good
- 18.2%Good
- 27.3%Satisfactory
- 9.1%Poor
- Bridge Condition - Channel
- 75.0%Very good
- 8.3%Good
- 8.3%Satisfactory
- 8.3%Poor
Find on map >> Show street view
Structure Number: 4598A, Location: 11.3 E JCT SR 125 (Lat: 46.136667, Lng: -118.166889), Route carried "on" structure: US 12, Year Built: 1954, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,893 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,480 (year 2039), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 558.796, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $86,000, Total Project Cost: $864,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4598A, Location: 11.3 E JCT SR 125 (Lat: 46.136667, Lng: -118.166889), Route carried "on" structure: US 12, Year Built: 1954, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,893 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 5,480 (year 2039), Design Load: HS 20, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 558.796, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $86,000, Total Project Cost: $864,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 8527A, Location: 12.0 E JCT SR 125 (Lat: 46.140375, Lng: -118.154686), Route carried "on" structure: US 12, Year Built: 1920, Year Reconstructed: 1969, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 4,641 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 5,197 (year 2039), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 559.826, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 22.7 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: 17.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $776,000, Roadway Improvement Cost: $155,000, Total Project Cost: $1,552,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8527A, Location: 12.0 E JCT SR 125 (Lat: 46.140375, Lng: -118.154686), Route carried "on" structure: US 12, Year Built: 1920, Year Reconstructed: 1969, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 4,641 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 5,197 (year 2039), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 559.826, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 22.7 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: 17.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.96m (9.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $776,000, Roadway Improvement Cost: $155,000, Total Project Cost: $1,552,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 80555, Location: 00.10 E OF COPPEI RD (Lat: 46.190131, Lng: -118.111022), Route carried "on" structure: County highway 76830, Year Built: 1920, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2040), Design Load: H 15, Features Intersected: SOUTH FORK COPPEI CR, Facility Carried by Structure: SOUTH FORK COPPEI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $94,000, Total Project Cost: $942,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80555, Location: 00.10 E OF COPPEI RD (Lat: 46.190131, Lng: -118.111022), Route carried "on" structure: County highway 76830, Year Built: 1920, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2040), Design Load: H 15, Features Intersected: SOUTH FORK COPPEI CR, Facility Carried by Structure: SOUTH FORK COPPEI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $94,000, Total Project Cost: $942,000 ( Estimate for 2014), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 82399, Location: 04.14 S SR 12 (Lat: 46.090889, Lng: -118.114917), Route carried "on" structure: County highway 75500, Year Built: 1977, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 45 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2043), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: BISCUIT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 24.3 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: 15.2 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,094,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: 82399, Location: 04.14 S SR 12 (Lat: 46.090889, Lng: -118.114917), Route carried "on" structure: County highway 75500, Year Built: 1977, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 45 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2043), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: BISCUIT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 24.3 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: 15.2 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,094,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 82401, Location: 04.68 S SR 12 (Lat: 46.090472, Lng: -118.104222), Route carried "on" structure: County highway 75500, Year Built: 1977, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 45 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2043), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: BISCUIT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.7 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,094,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: 82401, Location: 04.68 S SR 12 (Lat: 46.090472, Lng: -118.104222), Route carried "on" structure: County highway 75500, Year Built: 1977, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 45 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2043), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: BISCUIT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.7 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,094,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 82405, Location: 05.23 S SR 12 (Lat: 46.095083, Lng: -118.095000), Route carried "on" structure: County highway 75500, Year Built: 1977, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 45 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: BISCUIT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.7 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,094,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: 82405, Location: 05.23 S SR 12 (Lat: 46.095083, Lng: -118.095000), Route carried "on" structure: County highway 75500, Year Built: 1977, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 45 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRY CREEK, Facility Carried by Structure: BISCUIT RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 23.7 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,094,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 86174, Location: 00.09W UPPER DRY CR (Lat: 46.139667, Lng: -118.150111), Route carried "on" structure: County highway 74410, Year Built: 1995, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 304 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 549 (year 2043), Design Load: HS 25 or greater, Features Intersected: DRY CREEK, Facility Carried by Structure: THIRD ST (D)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.0 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: 37.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,189,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86174, Location: 00.09W UPPER DRY CR (Lat: 46.139667, Lng: -118.150111), Route carried "on" structure: County highway 74410, Year Built: 1995, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 304 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 549 (year 2043), Design Load: HS 25 or greater, Features Intersected: DRY CREEK, Facility Carried by Structure: THIRD ST (D)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.0 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: 37.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,094,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,189,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 86304, Location: 0.008 W COPPEI RD (Lat: 46.190389, Lng: -118.109194), Route carried "on" structure: County highway 76830, Year Built: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 71 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 80 (year 2043), Design Load: Railroad, Features Intersected: NORTH FORK COPPEI CREEK, Facility Carried by Structure: SOUTH FORK COPPEI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.1 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: 50.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,003,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86304, Location: 0.008 W COPPEI RD (Lat: 46.190389, Lng: -118.109194), Route carried "on" structure: County highway 76830, Year Built: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 71 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 80 (year 2043), Design Load: Railroad, Features Intersected: NORTH FORK COPPEI CREEK, Facility Carried by Structure: SOUTH FORK COPPEI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.1 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: 50.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,003,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 86305, Location: 00.1 E OF WALKER RD (Lat: 46.178972, Lng: -118.106722), Route carried "on" structure: County highway 76830, Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 61 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 111 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH FORK COPPEI CREEK, Facility Carried by Structure: SOUTH FORK COPPEI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 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: 47.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,186,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86305, Location: 00.1 E OF WALKER RD (Lat: 46.178972, Lng: -118.106722), Route carried "on" structure: County highway 76830, Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 61 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 111 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH FORK COPPEI CREEK, Facility Carried by Structure: SOUTH FORK COPPEI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.6 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: 47.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,186,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 88214, Location: 0.03E BISCUIT RIDGE RD (Lat: 46.097878, Lng: -118.084103), Route carried "on" structure: County highway 75680, Year Built: 2010, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 65 (year 2021), Average Future Daily Traffic: 65 (year 2043), Design Load: HL 93, Features Intersected: SOUTH FORK DRY CREEK, Facility Carried by Structure: SCOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 25.9 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,459,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 88214, Location: 0.03E BISCUIT RIDGE RD (Lat: 46.097878, Lng: -118.084103), Route carried "on" structure: County highway 75680, Year Built: 2010, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 65 (year 2021), Average Future Daily Traffic: 65 (year 2043), Design Load: HL 93, Features Intersected: SOUTH FORK DRY CREEK, Facility Carried by Structure: SCOTT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 25.9 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,459,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Find on map >> Show street view
Structure Number: 88684, Location: 0.05 N SR 12 (Lat: 46.140731, Lng: -118.155894), Route carried "on" structure: County highway 67950, Year Built: 2014, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2040), Design Load: HL 93, Features Intersected: UPPER DRY CREEK, Facility Carried by Structure: PETTYBONE ST N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 96.9 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: 84.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,155,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,310,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88684, Location: 0.05 N SR 12 (Lat: 46.140731, Lng: -118.155894), Route carried "on" structure: County highway 67950, Year Built: 2014, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2040), Design Load: HL 93, Features Intersected: UPPER DRY CREEK, Facility Carried by Structure: PETTYBONE ST N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 96.9 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: 84.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,155,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,310,000 ( Estimate for 2014), 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: 89166, Location: 0.214 SE OF SR 12 (Lat: 46.146308, Lng: -118.140200), Route carried "on" structure: County highway 76200, Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 82 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2040), Design Load: HL 93, Features Intersected: MUD CREEK, Facility Carried by Structure: MUD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 50.2 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: 37.6 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,034,000 ( Estimate for 2014)
Structure Number: 89166, Location: 0.214 SE OF SR 12 (Lat: 46.146308, Lng: -118.140200), Route carried "on" structure: County highway 76200, Year Built: 2020, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 82 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2040), Design Load: HL 93, Features Intersected: MUD CREEK, Facility Carried by Structure: MUD CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 50.2 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: 37.6 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,034,000 ( Estimate for 2014)