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

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Structure Number: 2661A,  Location: 14.5 N JCT SR 22 (Lat: 46.537003,  Lng: -120.475172),  Route carried "on" structure: County highway 97,  Year Built: 1941,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 8,981 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,292 (year 2036),  Design Load: H 15,  Features Intersected: AHTANUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  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 continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  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: 4.75m (15.58ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $1,061,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,122,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2661B,  Location: 14.7 N JCT SR22 (Lat: 46.539806,  Lng: -120.476222),  Route carried "on" structure: City street 97,  Year Built: 1941,  Status: Posted for load,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 8,981 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,292 (year 2036),  Design Load: H 15,  Features Intersected: NP RY & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 20.4 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: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum 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: 21.34m (70.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,880,000,  Roadway Improvement Cost: $1,176,000,  Total Project Cost: $11,760,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2661C,  Location: 15.0 N JCT SR 22 (Lat: 46.543528,  Lng: -120.476056),  Route carried "on" structure: City street 97,  Year Built: 1941,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 11,558 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,106 (year 2036),  Design Load: H 15,  Features Intersected: WIDE HOLLOW CREEK,  Facility Carried by Structure: MAIN ST UNION GAP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $626,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7949A,  Location: 0.2 E JCT US 97 (Lat: 46.536389,  Lng: -120.471028),  Route carried "on" structure: Ramp Interstate 82,  Year Built: 1967,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 2,118 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,778 (year 2039),  Design Load: HS 20,  Features Intersected: I-82,  Facility Carried by Structure: W-N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 38.2 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: 29.5 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.12m (33.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,726,000,  Roadway Improvement Cost: $345,000,  Total Project Cost: $3,453,000 ( 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: 7949B,  Location: 0.6 E JCT US 97 (Lat: 46.531611,  Lng: -120.471361),  Route carried "on" structure: Interstate 82,  Year Built: 1967,  Status: Open,  Structure Length: 20.60m (67.59ft),  Average Daily Traffic: 15,140 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,863 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: YAKIMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.928,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 39.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.60m (67.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2018,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $5,408,000,  Roadway Improvement Cost: $1,082,000,  Total Project Cost: $10,816,000 ( 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: 7949C,  Location: 0.6 E JCT US 97 (Lat: 46.531417,  Lng: -120.471722),  Route carried "on" structure: Interstate 82,  Year Built: 1967,  Status: Open,  Structure Length: 20.60m (67.59ft),  Average Daily Traffic: 15,140 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,863 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: YAKIMA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.944,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.9 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.60m (67.59ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2018,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $5,408,000,  Roadway Improvement Cost: $1,082,000,  Total Project Cost: $10,816,000 ( 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: 11580A,  Location: 14.5 N JCT SR 22 (Lat: 46.535944,  Lng: -120.474306),  Route carried "on" structure: US 97,  Year Built: 1981,  Status: Open,  Structure Length: 40.08m (131.50ft),  Average Daily Traffic: 10,999 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,430 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: AHTANUM CRK,RR&N-N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.181,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.08m (131.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $10,520,000,  Roadway Improvement Cost: $2,104,000,  Total Project Cost: $21,040,000 ( 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: 11580B,  Location: 14.5 N JCT SR 22 (Lat: 46.536361,  Lng: -120.474528),  Route carried "on" structure: US 97,  Year Built: 1981,  Status: Open,  Structure Length: 36.76m (120.60ft),  Average Daily Traffic: 10,999 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,430 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: AHTANUM CRK, RR & ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.230,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.76m (120.60ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $6,754,000,  Roadway Improvement Cost: $1,351,000,  Total Project Cost: $13,507,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11580C,  Location: 14.9 N JCT SR 22 (Lat: 46.540694,  Lng: -120.471278),  Route carried "on" structure: US 97,  Year Built: 1981,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 10,322 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,542 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I-82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.809,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.86m (25.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $1,445,000,  Roadway Improvement Cost: $289,000,  Total Project Cost: $2,890,000 ( 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: 17858A,  Location: 1.5 E JCT SR 24 (Lat: 46.563167,  Lng: -120.472361),  Route carried "on" structure: Interstate 82,  Year Built: 2011,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 16,068 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,081 (year 2039),  Design Load: HL 93,  Features Intersected: VALLEY MALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.403,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,473,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $2,946,000 ( 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: 17858B,  Location: 1.5 E JCT SR 24 (Lat: 46.563167,  Lng: -120.472139),  Route carried "on" structure: Interstate 82,  Year Built: 2011,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 16,068 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,081 (year 2039),  Design Load: HL 93,  Features Intersected: VALLEY MALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.403,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,804,000,  Roadway Improvement Cost: $361,000,  Total Project Cost: $3,607,000 ( 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: 19247A,  Location: 0.2 E JCT US 97 (Lat: 46.536389,  Lng: -120.471028),  Route carried "on" structure: Ramp Interstate 82,  Year Built: 2020,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 2,129 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,992 (year 2038),  Design Load: HL 93,  Features Intersected: I-82,  Facility Carried by Structure: S-W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.3 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: 37.3 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: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.65m (25.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,406,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $2,811,000 ( 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: 200033,  Location: 0.1 E JCT US 97 (Lat: 46.537889,  Lng: -120.471472),  Route carried "on" structure: Interstate 82,  Year Built: 1900,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 26,178 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 34,345 (year 2039),  Features Intersected: AHTANUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.236,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: Febuary 2020,  Bridge Improvement Cost: $421,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $842,000 ( Estimate for 2014)

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Structure Number: 79873,  Location: 00.11 N GILBERT RD (Lat: 46.551667,  Lng: -120.526667),  Route carried "on" structure: County highway 30490,  Year Built: 1957,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,650 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,980 (year 2041),  Design Load: H 20,  Features Intersected: AHTANUM CREEK,  Facility Carried by Structure: 16TH AVE.,S.
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: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $608,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,216,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81463,  Location: 00.47 N MEADOWBROOK (Lat: 46.548333,  Lng: -120.500000),  Route carried "on" structure: County highway 30570,  Year Built: 1960,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,925 (year 2041),  Design Load: H 20,  Features Intersected: AHTANUM CREEK,  Facility Carried by Structure: GOODMAN RD. - IRR
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: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $669,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $1,338,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 84861,  Location: 00.04 S OF WHITMAN (Lat: 46.566667,  Lng: -120.520000),  Route carried "on" structure: City street 36250,  Year Built: 1955,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 4,000 (year 2039),  Design Load: H 20,  Features Intersected: WIDE HOLLOW CREEK,  Facility Carried by Structure: SOUTH 10TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal 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: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: > 39.9% below),  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $84,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87036,  Location: 0.06 N Ahtanum Rd. (Lat: 46.558892,  Lng: -120.509561),  Route carried "on" structure: City street 3725,  Year Built: 1999,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,673 (year 2019),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,240 (year 2039),  Features Intersected: Wide Hollow Creek,  Facility Carried by Structure: 3rd Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87038,  Location: 0.04 W Goodman Rd. (Lat: 46.557942,  Lng: -120.503125),  Route carried "on" structure: City street 3026,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,018 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 11,020 (year 2039),  Design Load: H 20,  Features Intersected: Bachelor Creek,  Facility Carried by Structure: Ahtanum Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.5 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: Meets minimum limits,  Deck Geometry: Superior 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,277,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87041,  Location: 0.04 mi S. of Ahtanum Rd (Lat: 46.557253,  Lng: -120.502186),  Route carried "on" structure: City street 1335,  Year Built: 1959,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 8,000 (year 2039),  Design Load: HS 20,  Features Intersected: Bachelor Creek,  Facility Carried by Structure: Goodman Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87042,  Location: .35 mi W of 5th. St. (Lat: 46.563156,  Lng: -120.490689),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 20,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BNSF Railroad,  Facility Carried by Structure: Valley Mall Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  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: 87104,  Location: FULBRIGHT PARK (Lat: 46.538344,  Lng: -120.480128),  Route carried "on" structure: City street 99999,  Year Built: 1986,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 75 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 83 (year 2039),  Design Load: HS 20,  Features Intersected: AHTANUM CREEK,  Facility Carried by Structure: FULLBRIGHT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87106,  Location: 80' EAST OF MAIN ST. (Lat: 46.542767,  Lng: -120.475433),  Route carried "on" structure: ServiceCity street 99999,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 50%,  Average Future Daily Traffic: 110 (year 2039),  Design Load: HS 20,  Features Intersected: WIDE HOLLOW CREEK,  Facility Carried by Structure: UNION GAP SHOP RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 16.5 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: 12.6 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 minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $437,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $874,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87997,  Location: .39 W of S 3rd (Lat: 46.564281,  Lng: -120.517597),  Route carried "on" structure: City street 1335,  Year Built: 2009,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 14,200 (year 2039),  Design Load: HL 93,  Features Intersected: Wide Hollow Creek,  Facility Carried by Structure: Valley Mall BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  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: 88692,  Location: 00.11 S of WHATCOM (Lat: 46.568333,  Lng: -120.523333),  Route carried "on" structure: City street 36050,  Year Built: 2014,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 70 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 100 (year 2039),  Design Load: HL 93,  Features Intersected: Wide Hollow Creek,  Facility Carried by Structure: South 12th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 88933,  Location: 0.20 S of W Ahtanum Rd (Lat: 46.554783,  Lng: -120.496378),  Route carried "on" structure: City street 45610,  Year Built: 2016,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 55 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 105 (year 2041),  Design Load: HL 93,  Features Intersected: Wide Hollow Creek,  Facility Carried by Structure: Longfibre Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  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-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,459,000,  Roadway Improvement Cost: $292,000,  Total Project Cost: $2,918,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7949A,  Location: 0.2 E JCT US 97 (Lat: 46.536389,  Lng: -120.471028),  Route carried "under" structure: Interstate 82,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 26,178 (year 2019),  Truck Traffic: 12%,  Features Intersected: I-82,  Facility Carried by Structure: W-N RAMP
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 61.316,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 11580A,  Location: 0.2 E JCT US 97 (Lat: 46.535944,  Lng: -120.474306),  Route carried "under" structure: Ramp Interstate 82,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 2,118 (year 2019),  Truck Traffic: 13%,  Features Intersected: AHTANUM CRK,RR&N-N RAMP,  Facility Carried by Structure: US 97
Minimum Vertical Clearance: 8.05m (26.41ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 11580B,  Location: 0.2 E JCT US 97 (Lat: 46.536361,  Lng: -120.474528),  Route carried "under" structure: Ramp Interstate 82,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 2,118 (year 2019),  Truck Traffic: 13%,  Features Intersected: AHTANUM CRK, RR & ROADS,  Facility Carried by Structure: US 97
Minimum Vertical Clearance: 9.02m (29.59ft),  Kilometerpoint: 0.950,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 11580C,  Location: 3.1 E JCT SR 24 (Lat: 46.540694,  Lng: -120.471278),  Route carried "under" structure: Interstate 82,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 26,178 (year 2019),  Truck Traffic: 12%,  Features Intersected: I-82,  Facility Carried by Structure: US 97
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 60.898,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 17858A,  Location: 1.5 E JCT SR 24 (Lat: 46.563167,  Lng: -120.472361),  Route carried "under" structure: City street 82,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2016),  Truck Traffic: 13%,  Features Intersected: VALLEY MALL BLVD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.097,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 17858B,  Location: 1.5 E JCT SR 24 (Lat: 46.563167,  Lng: -120.472139),  Route carried "under" structure: City street 82,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2016),  Truck Traffic: 13%,  Features Intersected: VALLEY MALL BLVD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.097,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 19247A,  Location: 0.2 E JCT US 97 (Lat: 46.536389,  Lng: -120.471028),  Route carried "under" structure: Interstate 82,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 26,178 (year 2019),  Truck Traffic: 12%,  Features Intersected: I-82,  Facility Carried by Structure: S-W RAMP
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 61.332,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)