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

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Structure Number: 15345A,  Location: 16.7 S JCT SR 117 (Lat: 48.074194,  Lng: -123.135083),  Route carried "on" structure: City street 101,  Year Built: 1999,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 2,700 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,754 ,  Design Load: HS 25,  Features Intersected: US 101,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 423.250,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $93,000 ( 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: 15345B,  Location: 17.5 S JCT SR 117 (Lat: 48.073194,  Lng: -123.118889),  Route carried "on" structure: City street 101,  Year Built: 1999,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 29 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 29 ,  Design Load: HS 25,  Features Intersected: US 101,  Facility Carried by Structure: 7TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 424.470,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $45,000 ( 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: 15345C,  Location: 18.0 S JCT SR 117 (Lat: 48.073306,  Lng: -123.107833),  Route carried "on" structure: City street 101,  Year Built: 1999,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 3,030 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,090 ,  Design Load: HS 25,  Features Intersected: US 101,  Facility Carried by Structure: 3RD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 425.270,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $56,000 ( 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: 15345D,  Location: 18.2 S JCT SR 117 (Lat: 48.073250,  Lng: -123.102583),  Route carried "on" structure: City street 101,  Year Built: 1999,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 3,030 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,090 ,  Design Load: HS 25,  Features Intersected: US 101,  Facility Carried by Structure: SEQUIM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 425.660,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $93,000 ( 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: 15345E,  Location: 19.8 S JCT SR 117 (Lat: 48.068278,  Lng: -123.069583),  Route carried "on" structure: US 101,  Year Built: 1999,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 12,050 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,500 (year 2026),  Design Load: HS 25,  Features Intersected: SIMDARS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 428.170,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $110,000 ( 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: 200379,  Location: 24.57 S JCT SR 117 (Lat: 48.020833,  Lng: -123.006750),  Route carried "on" structure: US 101,  Year Built: 2004,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 12,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,240 (year 2024),  Features Intersected: JIMMYCOMELATELY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 435.830,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15345A,  Location: 16.7 S JCT SR 117 (Lat: 48.074194,  Lng: -123.135083),  Route carried "under" structure: US 101,  Year Built: 1999,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 22,220 (year 2002),  Truck Traffic: 10%,  Features Intersected: US 101,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.325,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 15345B,  Location: 17.5 S JCT SR 117 (Lat: 48.073194,  Lng: -123.118889),  Route carried "under" structure: US 101,  Year Built: 1999,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 12,120 (year 2002),  Truck Traffic: 10%,  Features Intersected: US 101,  Facility Carried by Structure: 7TH AVE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 42.447,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 15345C,  Location: 18.0 S JCT SR 117 (Lat: 48.073306,  Lng: -123.107833),  Route carried "under" structure: US 101,  Year Built: 1999,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 20,200 (year 2002),  Truck Traffic: 10%,  Features Intersected: US 101,  Facility Carried by Structure: 3RD AVE
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 42.527,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 15345D,  Location: 18.2 S JCT SR 117 (Lat: 48.073250,  Lng: -123.102583),  Route carried "under" structure: US 101,  Year Built: 1999,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 20,200 (year 2002),  Truck Traffic: 10%,  Features Intersected: US 101,  Facility Carried by Structure: SEQUIM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.566,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)