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Bridge Statistics for Quincy, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 43Number of bridges
  • 187ft / 56.7mTotal length
  • $38,856,000Total costs
  • 47,705Total average daily traffic
  • 8,804Total average daily truck traffic
  • 62,345Total future (year 2039) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Quincy
  • No street view available for this location

New bridges in Quincy, WA - historical statistics
  • New bridges - historical statistics
  • 11940-1949
  • 191950-1959
  • 11960-1969
  • 11980-1989
  • 81990-1999
  • 62000-2009
  • 72010-2019
Reconstructed bridges in Quincy, WA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21980-1989
  • 01990-1999
  • 12000-2009
Average Bridge Daily Traffic in Quincy, WA
Average Bridge Truck Traffic in Quincy, WA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 27.9%Very good
  • 65.1%Good
  • 4.7%Satisfactory
  • 2.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 2.3%Excellent
  • 32.6%Very good
  • 39.5%Good
  • 23.3%Satisfactory
  • 2.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 30.2%Very good
  • 60.5%Good
  • 4.7%Satisfactory
  • 4.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 79.1%Very good
  • 20.9%Good
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Structure Number: 87146,  Location: S NW .4 S of SR 28 (Lat: 47.226381,  Lng: -119.896706),  Route carried "on" structure: County highway 31550,  Year Built: 2004,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 663 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 1,000 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: IRRIGATION CANAL,  Facility Carried by Structure: S NW
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $486,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8892,  Location: Adams road at Martin (Lat: 47.261169,  Lng: -119.768411),  Route carried "on" structure: County highway 32470,  Year Built: 2017,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 198 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 360 (year 2040),  Design Load: HL 93,  Features Intersected: Lateral. Block 73,  Facility Carried by Structure: Adams road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.3 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: 45.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $490,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88921,  Location: 11N.W .01 West of M N.W (Lat: 47.248778,  Lng: -119.768369),  Route carried "on" structure: County highway 32780,  Year Built: 2017,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 232 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 425 (year 2042),  Design Load: HL 93,  Features Intersected: Wasteway,  Facility Carried by Structure: 11 N.W.
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: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.0 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: 53.8 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $422,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88922,  Location: Adams at 11.5 NW (Lat: 47.253928,  Lng: -119.768078),  Route carried "on" structure: County highway 91017,  Year Built: 2017,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 485 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 750 (year 2042),  Design Load: HL 93,  Features Intersected: Lateral block 73,  Facility Carried by Structure: Adams Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.8 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $223,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $446,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88923,  Location: Martin road at Adams (Lat: 47.260972,  Lng: -119.768628),  Route carried "on" structure: County highway 30400,  Year Built: 2017,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 340 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 450 (year 2040),  Design Load: HL 93,  Features Intersected: Wasteway,  Facility Carried by Structure: Martin Road
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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.4 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: 42.8 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $576,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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