Bridge Statistics for Walla Walla, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 49Number of bridges
- 472ft / 144mTotal length
- $151,451,000Total costs
- 217,410Total average daily traffic
- 18,937Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Walla Walla
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 31910-1919
- 81920-1929
- 31930-1939
- 21950-1959
- 31960-1969
- 101970-1979
- 31980-1989
- 11990-1999
- 102000-2009
- 12010-2019
- 32020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 23.8%Very good
- 28.6%Good
- 16.7%Satisfactory
- 19.0%Fair
- 9.5%Poor
- 2.4%Serious
- Bridge Condition - Superstructure
- 20.9%Very good
- 32.6%Good
- 18.6%Satisfactory
- 20.9%Fair
- 7.0%Poor
- Bridge Condition - Substructure
- 23.3%Very good
- 48.8%Good
- 11.6%Satisfactory
- 16.3%Fair
- Bridge Condition - Channel
- 74.4%Very good
- 5.1%Good
- 7.7%Satisfactory
- 10.3%Fair
- 2.6%Serious
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
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Structure Number: 87417, Location: 1.08 N SR 12 (Lat: 46.122431, Lng: -118.236567), Route carried "on" structure: County highway 66200, Year Built: 2006, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY CREEK, Facility Carried by Structure: SAPOLIL 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), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 33.4 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: 18.1 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, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,976,000, Roadway Improvement Cost: $395,000, Total Project Cost: $3,952,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 87417, Location: 1.08 N SR 12 (Lat: 46.122431, Lng: -118.236567), Route carried "on" structure: County highway 66200, Year Built: 2006, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY CREEK, Facility Carried by Structure: SAPOLIL 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), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 33.4 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: 18.1 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, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,976,000, Roadway Improvement Cost: $395,000, Total Project Cost: $3,952,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 87418, Location: 0.08 N SR 12 (Lat: 46.119606, Lng: -118.215700), Route carried "on" structure: County highway 66160, Year Built: 2006, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 14 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY CREEK, Facility Carried by Structure: SMITH 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), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 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: 33.4 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $988,000, Roadway Improvement Cost: $198,000, Total Project Cost: $1,976,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 87418, Location: 0.08 N SR 12 (Lat: 46.119606, Lng: -118.215700), Route carried "on" structure: County highway 66160, Year Built: 2006, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 14 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY CREEK, Facility Carried by Structure: SMITH 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), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 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: 33.4 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $988,000, Roadway Improvement Cost: $198,000, Total Project Cost: $1,976,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 87587, Location: PARK AT MILL CR (Lat: 46.068278, Lng: -118.331333), Route carried "on" structure: City street 1365, Year Built: 2007, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 3,928 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 4,889 (year 2041), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: PARK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, 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: 56.7 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 minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $155,000, Total Project Cost: $1,546,000 ( 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: 87587, Location: PARK AT MILL CR (Lat: 46.068278, Lng: -118.331333), Route carried "on" structure: City street 1365, Year Built: 2007, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 3,928 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 4,889 (year 2041), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: PARK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, 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: 56.7 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 minimum criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $155,000, Total Project Cost: $1,546,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 87588, Location: DIVISION AT MILL CR (Lat: 46.069278, Lng: -118.319944), Route carried "on" structure: City street 1365, Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 3,928 (year 2019), Average Future Daily Traffic: 4,889 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK, Facility Carried by Structure: DIVISION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.8 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: 34.3 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $188,000, Total Project Cost: $1,885,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 87588, Location: DIVISION AT MILL CR (Lat: 46.069278, Lng: -118.319944), Route carried "on" structure: City street 1365, Year Built: 2007, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 3,928 (year 2019), Average Future Daily Traffic: 4,889 (year 2041), Design Load: H 20, Features Intersected: MILL CREEK, Facility Carried by Structure: DIVISION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.8 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: 34.3 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $188,000, Total Project Cost: $1,885,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 87713, Location: 0.22 MI N ROSE ST (Lat: 46.065653, Lng: -118.370486), Route carried "on" structure: Bypass City street 26930, Year Built: 2008, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,205 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 999 (year 2035), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: MYRA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,348,000, Roadway Improvement Cost: $670,000, Total Project Cost: $6,696,000 ( 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: 87713, Location: 0.22 MI N ROSE ST (Lat: 46.065653, Lng: -118.370486), Route carried "on" structure: Bypass City street 26930, Year Built: 2008, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,205 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 999 (year 2035), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: MYRA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,348,000, Roadway Improvement Cost: $670,000, Total Project Cost: $6,696,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 88002, Location: 0.090 S of RESER RD (Lat: 46.039806, Lng: -118.323889), Route carried "on" structure: City street 95390, Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,800 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 3,250 (year 2035), Design Load: HL 93, Features Intersected: YELLOWHAWK CREEK, Facility Carried by Structure: COTTONWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $37,000, Total Project Cost: $370,000 ( Estimate for 2014)
Structure Number: 88002, Location: 0.090 S of RESER RD (Lat: 46.039806, Lng: -118.323889), Route carried "on" structure: City street 95390, Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,800 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 3,250 (year 2035), Design Load: HL 93, Features Intersected: YELLOWHAWK CREEK, Facility Carried by Structure: COTTONWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $37,000, Total Project Cost: $370,000 ( Estimate for 2014)
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Structure Number: 8803, Location: PALOUSE ST at MILL CR (Lat: 46.068981, Lng: -118.334731), Route carried "on" structure: City street 1365, Year Built: 2009, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,300 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 16,000 (year 2037), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: S PALOUSE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 7 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 4.6m (15.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 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: 34.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,280,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8803, Location: PALOUSE ST at MILL CR (Lat: 46.068981, Lng: -118.334731), Route carried "on" structure: City street 1365, Year Built: 2009, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,300 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 16,000 (year 2037), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: S PALOUSE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 7 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 4.6m (15.1ft), Right: 4.6m (15.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 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: 34.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,280,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 88388, Location: 0.19 E of HOWARD ST (Lat: 46.042244, Lng: -118.320925), Route carried "on" structure: City street 95520, Year Built: 2011, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,300 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 6,000 (year 2034), Design Load: HL 93, Features Intersected: YELLOWHAWK CREEK, Facility Carried by Structure: RESER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $47,000, Total Project Cost: $470,000 ( Estimate for 2014)
Structure Number: 88388, Location: 0.19 E of HOWARD ST (Lat: 46.042244, Lng: -118.320925), Route carried "on" structure: City street 95520, Year Built: 2011, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,300 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 6,000 (year 2034), Design Load: HL 93, Features Intersected: YELLOWHAWK CREEK, Facility Carried by Structure: RESER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $47,000, Total Project Cost: $470,000 ( Estimate for 2014)
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Structure Number: 89179, Location: 0.15 S Mill Creek RD (Lat: 46.081389, Lng: -118.189861), Route carried "on" structure: County highway 71370, Year Built: 2020, Status: Temporarily open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2040), Features Intersected: Mill Creek, Facility Carried by Structure: Seven Mile RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Fair, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 6 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,560,000, Roadway Improvement Cost: $312,000, Total Project Cost: $3,120,000 ( Estimate for 2014), Deck Structure Type: Open Grating
Structure Number: 89179, Location: 0.15 S Mill Creek RD (Lat: 46.081389, Lng: -118.189861), Route carried "on" structure: County highway 71370, Year Built: 2020, Status: Temporarily open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2040), Features Intersected: Mill Creek, Facility Carried by Structure: Seven Mile RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Fair, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 6 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,560,000, Roadway Improvement Cost: $312,000, Total Project Cost: $3,120,000 ( Estimate for 2014), Deck Structure Type: Open Grating
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Structure Number: 89196, Location: 0.5 MI SE OF MAIN STREET (Lat: 46.068361, Lng: -118.335611), Route carried "on" structure: City street 1365, Year Built: 2020, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,285 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,650 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: SPOKANE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: 38.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $222,000, Total Project Cost: $2,219,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 89196, Location: 0.5 MI SE OF MAIN STREET (Lat: 46.068361, Lng: -118.335611), Route carried "on" structure: City street 1365, Year Built: 2020, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,285 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,650 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: SPOKANE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: 38.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $222,000, Total Project Cost: $2,219,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 89278, Location: Rose St. and Mill Creek (Lat: 46.067056, Lng: -118.341389), Route carried "on" structure: City street 1365, Year Built: 2021, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 10,345 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 11,430 (year 2042), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: Rose Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 4.7m (15.4ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 50.6m (166.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 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 desirable 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: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,611,000, Roadway Improvement Cost: $322,000, Total Project Cost: $3,222,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 89278, Location: Rose St. and Mill Creek (Lat: 46.067056, Lng: -118.341389), Route carried "on" structure: City street 1365, Year Built: 2021, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 10,345 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 11,430 (year 2042), Design Load: HL 93, Features Intersected: Mill Creek, Facility Carried by Structure: Rose Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 96.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 4.7m (15.4ft), Right: 4.5m (14.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 50.6m (166.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 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 desirable 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: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,611,000, Roadway Improvement Cost: $322,000, Total Project Cost: $3,222,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1908A, Location: 5.9 N OREGON (Lat: 46.068889, Lng: -118.353556), Route carried "under" structure: State highway 125, Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 5,333 (year 2019), Truck Traffic: 9%, Features Intersected: SR 125 / PINE ST, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 9.543, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 1908A, Location: 5.9 N OREGON (Lat: 46.068889, Lng: -118.353556), Route carried "under" structure: State highway 125, Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 5,333 (year 2019), Truck Traffic: 9%, Features Intersected: SR 125 / PINE ST, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 9.543, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 9110A, Location: 6.1 N OREGON (Lat: 46.069611, Lng: -118.356861), Route carried "under" structure: State highway 125, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,661 (year 2019), Truck Traffic: 9%, Features Intersected: SR 125, Facility Carried by Structure: US 12
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 9.897, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 9110A, Location: 6.1 N OREGON (Lat: 46.069611, Lng: -118.356861), Route carried "under" structure: State highway 125, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,661 (year 2019), Truck Traffic: 9%, Features Intersected: SR 125, Facility Carried by Structure: US 12
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 9.897, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)