Bridge Statistics for Astoria, Oregon (OR) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 330 105 00689,  Location: 002 MI S ASTORIA (Lat: 46.168836,  Lng: -123.838114),  Route carried "on" structure: Alternate State highway 101,  Year Built: 1921,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 56.24m (184.51ft),  Average Daily Traffic: 7,622 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,609 (year 2026),  Design Load: H 15,  Features Intersected: YOUNGS BAY,  Facility Carried by Structure: HWY 105
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.088,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 36.6m (120.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 58,  Length of Maximum Span: 50.7m (166.3ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 56.20m (184.38ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Bridge Improvement Cost: $5,909,000,  Roadway Improvement Cost: $591,000,  Total Project Cost: $9,454,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 711 105 00478,  Location: 021 MI S ASTORIA (Lat: 46.152469,  Lng: -123.860203),  Route carried "on" structure: Alternate State highway 101,  Year Built: 1924,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 26.52m (87.01ft),  Average Daily Traffic: 3,605 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,253 (year 2026),  Design Load: H 15,  Features Intersected: LEWIS & CLARK RIVER,  Facility Carried by Structure: HWY 105
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.693,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 28.0m (91.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 38,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: December 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1827B 02W 0925,  Location: 026 MI E ASTORIA (Lat: 46.167561,  Lng: -123.753417),  Route carried "on" structure: Federal lands road 30,  Year Built: 1990,  Status: Open,  Structure Length: 33.68m (110.50ft),  Average Daily Traffic: 8,343 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,124 (year 2026),  Design Load: HS 25,  Features Intersected: JOHN DAY RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 148.864,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 29.0m (95.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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 48 months,  Inspection Date: March 2007,  Underwater Inspection Date: October 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 2418 105 0071,  Location: IN ASTORIA (Lat: 46.171728,  Lng: -123.838247),  Route carried "on" structure: Alternate State highway 101,  Year Built: 1921,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 7,622 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,609 (year 2026),  Design Load: H 15,  Features Intersected: BELT LINE,  Facility Carried by Structure: HWY 105
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.426,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $193,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 7949A009,  Location: N END OF ASTORIA BR (Lat: 46.240747,  Lng: -123.874817),  Route carried "on" structure: US 101,  Year Built: 1966,  Status: Open,  Structure Length: 112.08m (367.72ft),  Average Daily Traffic: 7,100 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,000 (year 2026),  Design Load: HS 20,  Features Intersected: COLUMBIA RIVER
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 8,  Length of Maximum Span: 107.9m (354.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7949B009 00028,  Location: DESDEMONA SANDS (Lat: 46.236108,  Lng: -123.872486),  Route carried "on" structure: US 101,  Year Built: 1966,  Status: Open,  Structure Length: 341.38m (1120.01ft),  Average Daily Traffic: 7,100 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,000 (year 2026),  Design Load: HS 20,  Features Intersected: COLUMBIA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 140,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7949C009 00241,  Location: SHIPPING CHANNEL/S END BR (Lat: 46.204089,  Lng: -123.855989),  Route carried "on" structure: US 101,  Year Built: 1966,  Status: Open,  Structure Length: 202.69m (664.99ft),  Average Daily Traffic: 7,100 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,000 (year 2026),  Design Load: HS 20,  Features Intersected: COLUMBIA RIVER/HWY 2W
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 3.879,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 60.4m (198.2ft), Horizontal Clearance: 326.1m (1,069.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 33,  Length of Maximum Span: 375.5m (1,232.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7T01 000000063,  Location: IRVING BTWN 18TH & 19TH (Lat: 46.185319,  Lng: -123.822064),  Route carried "on" structure: City street U4360,  Year Built: 1946,  Status: Posted for load,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 1,715 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,403 (year 2026),  Features Intersected: RAVINE,  Facility Carried by Structure: IRVING AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $937,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,499,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 7T02 00000014,  Location: IRVING AT 33RD (Lat: 46.188153,  Lng: -123.807958),  Route carried "on" structure: City street U4360,  Year Built: 1951,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 1,442 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,758 (year 2026),  Features Intersected: RAVINE,  Facility Carried by Structure: IRVING AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7T03,  Location: West side City of Astoria (Lat: 46.191494,  Lng: -123.799983),  Route carried "on" structure: City street C0000,  Year Built: 1949,  Status: Posted for load,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 599 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 764 (year 2026),  Features Intersected: 38TH ST,  Facility Carried by Structure: FRANKLIN AVE.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $765,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,224,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 8306 009 00491,  Location: AT SMITH POINT (Lat: 46.176181,  Lng: -123.868472),  Route carried "on" structure: US 26,  Year Built: 1964,  Status: Open,  Structure Length: 128.27m (420.83ft),  Average Daily Traffic: 19,400 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,300 (year 2026),  Design Load: HS 20,  Features Intersected: YOUNGS BAY,  Facility Carried by Structure: US101(HWY009)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 7.902,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 24.4m (80.1ft), Horizontal Clearance: 39.6m (129.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 50,  Length of Maximum Span: 46.5m (152.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7949C009 00241,  Location: SHIPPING CHANNEL/S END BR (Lat: 46.204089,  Lng: -123.855989),  Route carried "under" structure: US 30,  Year Built: 1966,  Structure Length: 202.69m (664.99ft),  Average Daily Traffic: 23,234 (year 2006),  Truck Traffic: 4%,  Features Intersected: COLUMBIA RIVER/HWY 2W,  Facility Carried by Structure: US101(HWY009)
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 159.518,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 375.5m (1,232.0ft)