Bridge Statistics for Moses Lake, Washington (WA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 4840A,  Location: 0.3 N JCT SR 171 (Lat: 47.145000,  Lng: -119.265000),  Route carried "on" structure: State highway 17,  Year Built: 1955,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 16,333 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,600 (year 2026),  Features Intersected: PARKER HORN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.270,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2006,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $126,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5490B,  Location: 0.9 E JCT SR 171 (Lat: 47.101667,  Lng: -119.300000),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 7,400 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,100 (year 2026),  Design Load: HS 20,  Features Intersected: PELICAN HORN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 284.370,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: July 2006,  Underwater Inspection Date: April 2007,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $99,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5581A,  Location: 11.0 N JCT SR 170 (Lat: 47.098667,  Lng: -119.243278),  Route carried "on" structure: State highway 17,  Year Built: 1958,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 13,362 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,600 (year 2026),  Design Load: HS 20,  Features Intersected: I-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.640,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $131,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5705A,  Location: 23.8 E JCT SR 281 (Lat: 47.103333,  Lng: -119.321667),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 9,500 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 14,200 (year 2026),  Design Load: HS 20,  Features Intersected: MOSES LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.570,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2006,  Underwater Inspection Date: April 2007,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $144,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5705B,  Location: 23.8 E JCT SR 281 (Lat: 47.103333,  Lng: -119.321667),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 9,500 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 14,200 (year 2026),  Design Load: HS 20,  Features Intersected: MOSES LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.570,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2006,  Underwater Inspection Date: April 2007,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $144,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5833A,  Location: 0.9 E JCT SR 171 (Lat: 47.101667,  Lng: -119.300000),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 7,400 (year 2006),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,100 (year 2026),  Design Load: HS 20,  Features Intersected: PELICAN HORN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 284.370,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: July 2006,  Underwater Inspection Date: April 2007,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $99,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7818A,  Location: 0.9 N JCT SR 171 (Lat: 47.143167,  Lng: -119.278417),  Route carried "on" structure: City street 17,  Year Built: 1966,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 5,350 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,505 ,  Design Load: HS 20,  Features Intersected: SR 17,  Facility Carried by Structure: STRATFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.060,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2008,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $168,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 15898A,  Location: JCT I-90 (Lat: 47.101000,  Lng: -119.316472),  Route carried "on" structure: State highway 171,  Year Built: 2001,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 6,274 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,500 (year 2026),  Design Load: HS 25,  Features Intersected: I-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $176,000 ( Estimate for 2007),  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: 15898B,  Location: 0.6 E JCT SR 171 (Lat: 47.100717,  Lng: -119.306400),  Route carried "on" structure: City street 90,  Year Built: 2001,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 2,142 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,227 ,  Design Load: HS 25,  Features Intersected: I-90,  Facility Carried by Structure: PENINSULA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.920,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 84.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $81,000 ( Estimate for 2007),  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: 85202,  Location: MOSES LAKE CITY (Lat: 47.133333,  Lng: -119.276667),  Route carried "on" structure: City street 1007,  Year Built: 1958,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 35,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,000 (year 2025),  Features Intersected: PARKER HORN,  Facility Carried by Structure: ALDER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.090,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2007,  Underwater Inspection Date: September 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MAIN013,  Location: MOSES LAKE SPILLWAY (Lat: 46.966667,  Lng: -119.200000),  Route carried "on" structure: Federal lands road ,  Year Built: 1962,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 3 (year 2001),  Average Future Daily Traffic: 3 (year 2021),  Features Intersected: MOSES LAKE SPILLWAY,  Facility Carried by Structure: MAINTENANCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Bureau of Reclamation,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 40.0 metric tons,  Inventory Rating: 30.0 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5581A,  Location: 3.6 E JCT SR 171 (Lat: 47.098667,  Lng: -119.243278),  Route carried "under" structure: Interstate 90,  Year Built: 1958,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 12,000 (year 2002),  Truck Traffic: 20%,  Features Intersected: I-90,  Facility Carried by Structure: SR 17
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 28.874,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 7818A,  Location: 0.9 N JCT SR 171 (Lat: 47.143167,  Lng: -119.278417),  Route carried "under" structure: State highway 17,  Year Built: 1966,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 13,000 (year 2002),  Truck Traffic: 20%,  Features Intersected: SR 17,  Facility Carried by Structure: STRATFORD RD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 8.806,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 15898A,  Location: 24.0 E JCT SR 281 (Lat: 47.101000,  Lng: -119.316472),  Route carried "under" structure: Interstate 90,  Year Built: 2001,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 16,000 (year 2002),  Truck Traffic: 20%,  Features Intersected: I-90,  Facility Carried by Structure: SR 171
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 28.309,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 15898B,  Location: 0.6 E JCT SR 171 (Lat: 47.100717,  Lng: -119.306400),  Route carried "under" structure: Interstate 90,  Year Built: 2001,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 16,320 (year 2002),  Truck Traffic: 24%,  Features Intersected: I-90,  Facility Carried by Structure: PENINSULA DRIVE
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 28.392,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)