Bridge Statistics for Prescott, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 72ft / 22.4mTotal length
- $20,978,000Total costs
- 3,264Total average daily traffic
- 595Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Prescott
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11940-1949
- 11960-1969
- 11970-1979
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Very good
- 16.7%Good
- 33.3%Fair
- Bridge Condition - Superstructure
- 37.5%Very good
- 12.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 37.5%Very good
- 12.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 55.6%Very good
- 22.2%Good
- 11.1%Satisfactory
- 11.1%Fair
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Structure Number: FZ, Location: 17.3 N JCT US 12 (Lat: 46.294556, Lng: -118.340167), Route carried "on" structure: State highway 125, Year Built: 1916, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 413 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 462 (year 2039), Features Intersected: TOUCHET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2018, Bridge Improvement Cost: $655,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,310,000 ( Estimate for 2014)
Structure Number: FZ, Location: 17.3 N JCT US 12 (Lat: 46.294556, Lng: -118.340167), Route carried "on" structure: State highway 125, Year Built: 1916, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 413 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 462 (year 2039), Features Intersected: TOUCHET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2018, Bridge Improvement Cost: $655,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,310,000 ( Estimate for 2014)
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Structure Number: 14637A, Location: 0.5 E JCT SR 125 (Lat: 46.298333, Lng: -118.328333), Route carried "on" structure: State highway 124, Year Built: 1995, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,620 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 1,814 (year 2039), Design Load: HS 25 or greater, Features Intersected: WHETSTONE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.051, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,034,000 ( 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: 14637A, Location: 0.5 E JCT SR 125 (Lat: 46.298333, Lng: -118.328333), Route carried "on" structure: State highway 124, Year Built: 1995, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,620 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 1,814 (year 2039), Design Load: HS 25 or greater, Features Intersected: WHETSTONE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.051, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,034,000 ( 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: 80073, Location: 08.39N LW WAITSBURG (Lat: 46.293256, Lng: -118.293753), Route carried "on" structure: County highway 96650, Year Built: 1965, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 190 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: TOUCHET RIVER, Facility Carried by Structure: HART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.3 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: 28.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,462,000, Roadway Improvement Cost: $492,000, Total Project Cost: $4,925,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80073, Location: 08.39N LW WAITSBURG (Lat: 46.293256, Lng: -118.293753), Route carried "on" structure: County highway 96650, Year Built: 1965, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 190 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: TOUCHET RIVER, Facility Carried by Structure: HART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.3 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: 28.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,462,000, Roadway Improvement Cost: $492,000, Total Project Cost: $4,925,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83134, Location: 03.38 N SR 124 (Lat: 46.335650, Lng: -118.268428), Route carried "on" structure: County highway 94250, Year Built: 1922, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: COLVILLE GULCH, Facility Carried by Structure: SMITH SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $94,000, Total Project Cost: $942,000 ( Estimate for 2014)
Structure Number: 83134, Location: 03.38 N SR 124 (Lat: 46.335650, Lng: -118.268428), Route carried "on" structure: County highway 94250, Year Built: 1922, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: COLVILLE GULCH, Facility Carried by Structure: SMITH SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $94,000, Total Project Cost: $942,000 ( Estimate for 2014)
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Structure Number: 83648, Location: 01.61 N SR 124 (Lat: 46.313919, Lng: -118.285997), Route carried "on" structure: County highway 94250, Year Built: 1973, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 98 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: SMITH SPRINGS 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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 20.4 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: 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,824,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83648, Location: 01.61 N SR 124 (Lat: 46.313919, Lng: -118.285997), Route carried "on" structure: County highway 94250, Year Built: 1973, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 98 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: SMITH SPRINGS 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), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 20.4 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: 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,824,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85935, Location: 00.54N SR 124 (Lat: 46.307556, Lng: -118.314639), Route carried "on" structure: County highway 46110, Year Built: 1992, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2040), Design Load: HS 20, Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: SKYROCKET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 17.5 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: 13.6 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: Meets minimum limits, Deck Geometry: Equal to present desirable 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: 10.0 - 19.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,140,000, Roadway Improvement Cost: $228,000, Total Project Cost: $2,280,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85935, Location: 00.54N SR 124 (Lat: 46.307556, Lng: -118.314639), Route carried "on" structure: County highway 46110, Year Built: 1992, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2040), Design Load: HS 20, Features Intersected: WHETSTONE CREEK, Facility Carried by Structure: SKYROCKET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 17.5 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: 13.6 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: Meets minimum limits, Deck Geometry: Equal to present desirable 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: 10.0 - 19.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,140,000, Roadway Improvement Cost: $228,000, Total Project Cost: $2,280,000 ( 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: 8653, Location: 0.49 SOUTH OF SR 124 (Lat: 46.292800, Lng: -118.314528), Route carried "on" structure: County highway 65990, Year Built: 2000, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 100 (year 2040), Design Load: HS 25 or greater, Features Intersected: TOUCHET RIVER, Facility Carried by Structure: BROWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.8 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: 27.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,055,000, Roadway Improvement Cost: $611,000, Total Project Cost: $6,110,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 8653, Location: 0.49 SOUTH OF SR 124 (Lat: 46.292800, Lng: -118.314528), Route carried "on" structure: County highway 65990, Year Built: 2000, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 100 (year 2040), Design Load: HS 25 or greater, Features Intersected: TOUCHET RIVER, Facility Carried by Structure: BROWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.8 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: 27.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,055,000, Roadway Improvement Cost: $611,000, Total Project Cost: $6,110,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 8718, Location: 3.08 N SR 124 (Lat: 46.331969, Lng: -118.271375), Route carried "on" structure: County highway 94250, Year Built: 2004, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLVILLE GULCH, Facility Carried by Structure: SMITH SPRINGS 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: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.5 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: 31.1 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: Better than present minimum 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: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,155,000 ( Estimate for 2014)
Structure Number: 8718, Location: 3.08 N SR 124 (Lat: 46.331969, Lng: -118.271375), Route carried "on" structure: County highway 94250, Year Built: 2004, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLVILLE GULCH, Facility Carried by Structure: SMITH SPRINGS 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: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.5 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: 31.1 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: Better than present minimum 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: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,155,000 ( Estimate for 2014)
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Structure Number: 88683, Location: 0.18 N LWR WAITSBURG RD (Lat: 46.178400, Lng: -118.304575), Route carried "on" structure: County highway 96650, Year Built: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 260 (year 2040), Design Load: HL 93, Features Intersected: SPRING VALLEY, Facility Carried by Structure: HART 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 36.6 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: 28.2 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: 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $699,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,398,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Other
Structure Number: 88683, Location: 0.18 N LWR WAITSBURG RD (Lat: 46.178400, Lng: -118.304575), Route carried "on" structure: County highway 96650, Year Built: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 260 (year 2040), Design Load: HL 93, Features Intersected: SPRING VALLEY, Facility Carried by Structure: HART 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 36.6 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: 28.2 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: 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $699,000, Roadway Improvement Cost: $140,000, Total Project Cost: $1,398,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Other
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Structure Number: 2651A, Location: 16.7 N JCT US 12 (Lat: 46.285083, Lng: -118.341222), Route carried "under" structure: State highway 125, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 413 (year 2019), Truck Traffic: 11%, Features Intersected: STATE ROUTE 125, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 36.532, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 2651A, Location: 16.7 N JCT US 12 (Lat: 46.285083, Lng: -118.341222), Route carried "under" structure: State highway 125, Year Built: 1941, Structure Length: 0. m, Average Daily Traffic: 413 (year 2019), Truck Traffic: 11%, Features Intersected: STATE ROUTE 125, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 36.532, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)