Bridge Statistics for Terrace Heights, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 157ft / 48.1mTotal length
- $33,862,000Total costs
- 39,235Total average daily traffic
- 5,093Total average daily truck traffic
- 48,640Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Terrace Heights
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11950-1959
- 61960-1969
- 41970-1979
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 17.6%Very good
- 52.9%Good
- 23.5%Satisfactory
- 5.9%Fair
- Bridge Condition - Superstructure
- 23.5%Very good
- 52.9%Good
- 11.8%Satisfactory
- 5.9%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 23.5%Very good
- 58.8%Good
- 11.8%Satisfactory
- 5.9%Fair
- Bridge Condition - Channel
- 66.7%Very good
- 20.0%Good
- 13.3%Satisfactory
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Structure Number: 13ROZPPFB, Location: ROZA ID POWERPLANT, YAKIM (Lat: 46.619475, Lng: -120.477369), Route carried "on" structure: ServiceOther road , Year Built: 1937, Year Reconstructed: 1965, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: WASTEWAY NO. 2, Facility Carried by Structure: REST HAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Approaching Roadway Width: 3.1m (10.2ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 13ROZPPFB, Location: ROZA ID POWERPLANT, YAKIM (Lat: 46.619475, Lng: -120.477369), Route carried "on" structure: ServiceOther road , Year Built: 1937, Year Reconstructed: 1965, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: WASTEWAY NO. 2, Facility Carried by Structure: REST HAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Bureau of Reclamation, Approaching Roadway Width: 3.1m (10.2ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 8561A, Location: 5.3 E KITTITAS CO (Lat: 46.689806, Lng: -120.457806), Route carried "on" structure: Interstate 82, Year Built: 1969, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 9,800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 12,857 (year 2039), Design Load: HS 20+Mod, Features Intersected: E POMONA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.491, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $1,336,000, Roadway Improvement Cost: $267,000, Total Project Cost: $2,672,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8561A, Location: 5.3 E KITTITAS CO (Lat: 46.689806, Lng: -120.457806), Route carried "on" structure: Interstate 82, Year Built: 1969, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 9,800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 12,857 (year 2039), Design Load: HS 20+Mod, Features Intersected: E POMONA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.491, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $1,336,000, Roadway Improvement Cost: $267,000, Total Project Cost: $2,672,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 8561C, Location: 5.3 E KITTITAS CO (Lat: 46.689944, Lng: -120.458278), Route carried "on" structure: Interstate 82, Year Built: 1969, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 9,800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 12,857 (year 2039), Design Load: HS 20+Mod, Features Intersected: E POMONA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.475, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $1,336,000, Roadway Improvement Cost: $267,000, Total Project Cost: $2,672,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8561C, Location: 5.3 E KITTITAS CO (Lat: 46.689944, Lng: -120.458278), Route carried "on" structure: Interstate 82, Year Built: 1969, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 9,800 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 12,857 (year 2039), Design Load: HS 20+Mod, Features Intersected: E POMONA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.475, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Bridge Improvement Cost: $1,336,000, Roadway Improvement Cost: $267,000, Total Project Cost: $2,672,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 81983, Location: 00.16 NO BUTTERFLD (Lat: 46.616111, Lng: -120.456033), Route carried "on" structure: County highway 45610, Year Built: 1979, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: ROZA CANAL, Facility Carried by Structure: 33RD ST.,N.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,550,000, Roadway Improvement Cost: $310,000, Total Project Cost: $3,101,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 81983, Location: 00.16 NO BUTTERFLD (Lat: 46.616111, Lng: -120.456033), Route carried "on" structure: County highway 45610, Year Built: 1979, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: ROZA CANAL, Facility Carried by Structure: 33RD ST.,N.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,550,000, Roadway Improvement Cost: $310,000, Total Project Cost: $3,101,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82139, Location: 00.09 N HARTFORD RD (Lat: 46.615214, Lng: -120.483931), Route carried "on" structure: County highway 45250, Year Built: 1959, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 177 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 340 (year 2039), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: 15TH ST.,N.
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 17.2 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: 13.3 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,642,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82139, Location: 00.09 N HARTFORD RD (Lat: 46.615214, Lng: -120.483931), Route carried "on" structure: County highway 45250, Year Built: 1959, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 177 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 340 (year 2039), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: 15TH ST.,N.
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 17.2 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: 13.3 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $164,000, Total Project Cost: $1,642,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82155, Location: 00.25 W BUTTERFIELD (Lat: 46.613889, Lng: -120.477500), Route carried "on" structure: County highway 45100, Year Built: 1964, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 630 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2041), Design Load: H 15, Features Intersected: ROZA POWER WASTEWAY, Facility Carried by Structure: HARTFORD ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.6 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: 12.0 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: High priority of replacement, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,368,000, Roadway Improvement Cost: $274,000, Total Project Cost: $2,736,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82155, Location: 00.25 W BUTTERFIELD (Lat: 46.613889, Lng: -120.477500), Route carried "on" structure: County highway 45100, Year Built: 1964, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 630 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2041), Design Load: H 15, Features Intersected: ROZA POWER WASTEWAY, Facility Carried by Structure: HARTFORD ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.6 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: 12.0 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: High priority of replacement, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,368,000, Roadway Improvement Cost: $274,000, Total Project Cost: $2,736,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82162, Location: 00.33 W BUTTERFIELD (Lat: 46.615000, Lng: -120.475000), Route carried "on" structure: County highway 45300, Year Built: 1964, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 360 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 460 (year 2039), Design Load: H 15, Features Intersected: ROZA POWER WASTEWAY, Facility Carried by Structure: MARSH ROAD
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $340,000, Total Project Cost: $3,405,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82162, Location: 00.33 W BUTTERFIELD (Lat: 46.615000, Lng: -120.475000), Route carried "on" structure: County highway 45300, Year Built: 1964, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 360 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 460 (year 2039), Design Load: H 15, Features Intersected: ROZA POWER WASTEWAY, Facility Carried by Structure: MARSH ROAD
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $1,702,000, Roadway Improvement Cost: $340,000, Total Project Cost: $3,405,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82224, Location: 00.52 W CUT OFF RD (Lat: 46.618681, Lng: -120.477544), Route carried "on" structure: County highway 45600, Year Built: 1970, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 155 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 186 (year 2041), Design Load: H 20, Features Intersected: SPILLWAY, Facility Carried by Structure: REST HAVEN ROAD
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 13.0 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: 10.0 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: High priority of replacement, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,824,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82224, Location: 00.52 W CUT OFF RD (Lat: 46.618681, Lng: -120.477544), Route carried "on" structure: County highway 45600, Year Built: 1970, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 155 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 186 (year 2041), Design Load: H 20, Features Intersected: SPILLWAY, Facility Carried by Structure: REST HAVEN ROAD
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 13.0 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: 10.0 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: High priority of replacement, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $182,000, Total Project Cost: $1,824,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82869, Location: 00.09 W HILLCREST (Lat: 46.604722, Lng: -120.436111), Route carried "on" structure: County highway 40500, Year Built: 1972, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,363 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,985 (year 2041), Design Load: HS 20, Features Intersected: ROZA CANAL, Facility Carried by Structure: TERRACE HTS DRIVE
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.7m (48.2ft)
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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,383,000, Roadway Improvement Cost: $277,000, Total Project Cost: $2,766,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 82869, Location: 00.09 W HILLCREST (Lat: 46.604722, Lng: -120.436111), Route carried "on" structure: County highway 40500, Year Built: 1972, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,363 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,985 (year 2041), Design Load: HS 20, Features Intersected: ROZA CANAL, Facility Carried by Structure: TERRACE HTS DRIVE
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.7m (48.2ft)
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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,383,000, Roadway Improvement Cost: $277,000, Total Project Cost: $2,766,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82926, Location: 00.02 S TERRACE HTS (Lat: 46.602217, Lng: -120.429356), Route carried "on" structure: County highway 43530, Year Built: 1978, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 525 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 740 (year 2039), Design Load: HS 20, Features Intersected: ROZA CANAL, Facility Carried by Structure: SANTA ROZA DRIVE
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82926, Location: 00.02 S TERRACE HTS (Lat: 46.602217, Lng: -120.429356), Route carried "on" structure: County highway 43530, Year Built: 1978, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 525 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 740 (year 2039), Design Load: HS 20, Features Intersected: ROZA CANAL, Facility Carried by Structure: SANTA ROZA DRIVE
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83073, Location: 00.17 S TERRACE HTS (Lat: 46.600683, Lng: -120.422350), Route carried "on" structure: County highway 43850, Year Built: 1967, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 490 (year 2039), Design Load: HS 20, Features Intersected: ROZA CANAL, Facility Carried by Structure: LOCUST AVENUE
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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 9.4 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: 6.8 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: High priority of replacement, Deck Geometry: Equal to 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: 30.0 - 39.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,581,000, Roadway Improvement Cost: $316,000, Total Project Cost: $3,162,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 83073, Location: 00.17 S TERRACE HTS (Lat: 46.600683, Lng: -120.422350), Route carried "on" structure: County highway 43850, Year Built: 1967, Status: Posted for load, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 490 (year 2039), Design Load: HS 20, Features Intersected: ROZA CANAL, Facility Carried by Structure: LOCUST AVENUE
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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 9.4 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: 6.8 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: High priority of replacement, Deck Geometry: Equal to 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: 30.0 - 39.9% below), Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,581,000, Roadway Improvement Cost: $316,000, Total Project Cost: $3,162,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 83107, Location: 00.07 S BITTNER RD (Lat: 46.597222, Lng: -120.416111), Route carried "on" structure: County highway 40500, Year Built: 1937, Status: Posted for load, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,010 (year 2039), Design Load: H 15, Features Intersected: ROZA CANAL, Facility Carried by Structure: TERRACE HTS DR
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.4 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: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,603,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83107, Location: 00.07 S BITTNER RD (Lat: 46.597222, Lng: -120.416111), Route carried "on" structure: County highway 40500, Year Built: 1937, Status: Posted for load, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,010 (year 2039), Design Load: H 15, Features Intersected: ROZA CANAL, Facility Carried by Structure: TERRACE HTS DR
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.4 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: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $802,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,603,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8704, Location: 00.03 W. of Panorama Dr. (Lat: 46.606481, Lng: -120.440778), Route carried "on" structure: County highway 44000, Year Built: 2002, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 6,470 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,012 (year 2039), Design Load: HS 25 or greater, Features Intersected: Roza Canal, Facility Carried by Structure: Roza Hill Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.2 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 desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,133,000, Roadway Improvement Cost: $427,000, Total Project Cost: $4,266,000 ( 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: 8704, Location: 00.03 W. of Panorama Dr. (Lat: 46.606481, Lng: -120.440778), Route carried "on" structure: County highway 44000, Year Built: 2002, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 6,470 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,012 (year 2039), Design Load: HS 25 or greater, Features Intersected: Roza Canal, Facility Carried by Structure: Roza Hill Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.2 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 desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,133,000, Roadway Improvement Cost: $427,000, Total Project Cost: $4,266,000 ( 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: 87402, Location: .06 S of Terrace Hts Dr (Lat: 46.602583, Lng: -120.432972), Route carried "on" structure: County highway 43550, Year Built: 2006, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 950 (year 2039), Design Load: HL 93, Features Intersected: Roza Canal, Facility Carried by Structure: Country Club Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.1m (220.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 87402, Location: .06 S of Terrace Hts Dr (Lat: 46.602583, Lng: -120.432972), Route carried "on" structure: County highway 43550, Year Built: 2006, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 950 (year 2039), Design Load: HL 93, Features Intersected: Roza Canal, Facility Carried by Structure: Country Club Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 67.1m (220.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 78.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 87934, Location: 0.04 S Terrace Hgts (Lat: 46.605800, Lng: -120.445847), Route carried "on" structure: County highway 40410, Year Built: 1969, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,303 (year 2039), Design Load: HS 20, Features Intersected: Selah-Moxee Canal, Facility Carried by Structure: S 41st St
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 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: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,186,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 87934, Location: 0.04 S Terrace Hgts (Lat: 46.605800, Lng: -120.445847), Route carried "on" structure: County highway 40410, Year Built: 1969, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,303 (year 2039), Design Load: HS 20, Features Intersected: Selah-Moxee Canal, Facility Carried by Structure: S 41st St
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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 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: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,186,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 88554, Location: 00.07 NE of Mountainview (Lat: 46.610558, Lng: -120.444833), Route carried "on" structure: County highway 44400, Year Built: 2013, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,520 (year 2039), Design Load: HL 93, Features Intersected: Roza canal, Facility Carried by Structure: Hillcrest Drive
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: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 88554, Location: 00.07 NE of Mountainview (Lat: 46.610558, Lng: -120.444833), Route carried "on" structure: County highway 44400, Year Built: 2013, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,520 (year 2039), Design Load: HL 93, Features Intersected: Roza canal, Facility Carried by Structure: Hillcrest Drive
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: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 71.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 89053, Location: 0.14 SW HILLCREST DR. (Lat: 46.609058, Lng: -120.440519), Route carried "on" structure: County highway 44080, Year Built: 2019, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,060 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,120 (year 2039), Design Load: HL 93, Features Intersected: Roza Canal, Facility Carried by Structure: MAPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.2 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: 36.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 18 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,414,000, Roadway Improvement Cost: $283,000, Total Project Cost: $2,827,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 89053, Location: 0.14 SW HILLCREST DR. (Lat: 46.609058, Lng: -120.440519), Route carried "on" structure: County highway 44080, Year Built: 2019, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,060 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,120 (year 2039), Design Load: HL 93, Features Intersected: Roza Canal, Facility Carried by Structure: MAPLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.2 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: 36.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 18 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,414,000, Roadway Improvement Cost: $283,000, Total Project Cost: $2,827,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing