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Bridge Statistics for South Pasadena, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: South Pasadena, CA, California, California forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 73 meters (240ft) Total costs: $8,344,000 Total average daily traffic: 989,200 Total average daily truck traffic: 19,032 National Bridge Inventory (NBI) Registered Bridges for South Pasadena
Bridge Condition - Deck Bridge Condition - Substructure Find on map >>
Structure Number: 53 0276, Location: 07-LA-110-30.1-SPAS (Lat: 34.118333, Lng: -118.165000), Route carried "on" structure: State highway 110, Year Built: 1939, Status: Open, Structure Length: 13.17m (43.21ft), Average Daily Traffic: 130,000 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 120,248 (year 2029), Design Load: HS 15, Features Intersected: ARROYO SECO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.100, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 26 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 13.17m (43.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $4,251,000, Roadway Improvement Cost: $425,000, Total Project Cost: $6,377,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0433, Location: 07-LA-110-30.3-SPAS (Lat: 34.118333, Lng: -118.163333), Route carried "on" structure: City street Q478, Year Built: 1938, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 4,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,534 (year 2029), Design Load: HS 15, Features Intersected: ROUTE 110, Facility Carried by Structure: ARROYO DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0434, Location: 07-LA-110-30.43-SPAS (Lat: 34.118333, Lng: -118.161667), Route carried "on" structure: City street Q303, Year Built: 1938, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 3,401 (year 2029), Design Load: HS 15, Features Intersected: ROUTE 110, Facility Carried by Structure: GRAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0435, Location: 07-LA-110-30.59-SPAS (Lat: 34.118333, Lng: -118.160000), Route carried "on" structure: City street L508, Year Built: 1939, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 11,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 12,365 (year 2029), Design Load: HS 15, Features Intersected: ROUTE 110, Facility Carried by Structure: ORANGE GROVE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0436, Location: 07-LA-110-30.7-SPAS (Lat: 34.118333, Lng: -118.156667), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 2,266 (year 2029), Design Load: HS 15, Features Intersected: ROUTE 110, Facility Carried by Structure: PROSPECT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0437, Location: 07-LA-110-30.78-SPAS (Lat: 34.118333, Lng: -118.156667), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 2,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 2,266 (year 2029), Design Load: HS 15, Features Intersected: ROUTE 110, Facility Carried by Structure: MERIDIAN AVNUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 0438, Location: 07-LA-110-31.01-SPAS (Lat: 34.118333, Lng: -118.151667), Route carried "on" structure: City street L460, Year Built: 1940, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 17,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 19,578 (year 2029), Design Load: H 15, Features Intersected: ROUTE 110, Facility Carried by Structure: FREMONT AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $689,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 53 044, Location: 07-LA-110-31.17-SPAS (Lat: 34.118333, Lng: -118.148333), Route carried "on" structure: City street L510, Year Built: 1940, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 32,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 36,064 (year 2029), Design Load: HS 20, Features Intersected: ROUTE 110, Facility Carried by Structure: FAIR OAKS AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2007, Bridge Improvement Cost: $852,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,278,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53C076, Location: 50' W FAIR OAKS AVE (Lat: 34.123333, Lng: -118.150000), Route carried "on" structure: City street Q479, Year Built: 1910, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,200 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 5,135 (year 2028), Features Intersected: MTA, Facility Carried by Structure: COLUMBIA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 5.2m (17.1ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 53 0276, Location: 07-LA-110-30.1-SPAS (Lat: 34.118333, Lng: -118.165000), Route carried "under" structure: Ramp State highway 110, Year Built: 1939, Structure Length: 13.17m (43.21ft), Features Intersected: ARROYO SECO Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 0.301, Lanes on structure: 6, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 53 0433, Location: 07-LA-110-30.3-SPAS (Lat: 34.118333, Lng: -118.163333), Route carried "under" structure: State highway 110, Year Built: 1938, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 130,000 (year 1998), Truck Traffic: 2%, Features Intersected: ROUTE 110, Facility Carried by Structure: ARROYO DRIVE Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.303, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 53 0434, Location: 07-LA-110-30.43-SPAS (Lat: 34.118333, Lng: -118.161667), Route carried "under" structure: State highway 110, Year Built: 1938, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 130,000 (year 1998), Truck Traffic: 2%, Features Intersected: ROUTE 110, Facility Carried by Structure: GRAND AVENUE Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 3.043, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.5m (41.0ft) Find on map >>
Structure Number: 53 0435, Location: 07-LA-110-30.59-SPAS (Lat: 34.118333, Lng: -118.160000), Route carried "under" structure: State highway 110, Year Built: 1939, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 130,000 (year 1998), Truck Traffic: 2%, Features Intersected: ROUTE 110, Facility Carried by Structure: ORANGE GROVE AVE Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 3.059, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 53 0436, Location: 07-LA-110-30.7-SPAS (Lat: 34.118333, Lng: -118.156667), Route carried "under" structure: State highway 110, Year Built: 1939, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 130,000 (year 1998), Truck Traffic: 2%, Features Intersected: ROUTE 110, Facility Carried by Structure: PROSPECT AVE Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.307, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 53 0437, Location: 07-LA-110-30.78-SPAS (Lat: 34.118333, Lng: -118.156667), Route carried "under" structure: State highway 110, Year Built: 1940, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 66,000 (year 1998), Truck Traffic: 2%, Features Intersected: ROUTE 110, Facility Carried by Structure: MERIDIAN AVNUE Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 3.078, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 53 0438, Location: 07-LA-110-31.01-SPAS (Lat: 34.118333, Lng: -118.151667), Route carried "under" structure: State highway 110, Year Built: 1940, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 66,000 (year 1998), Truck Traffic: 2%, Features Intersected: ROUTE 110, Facility Carried by Structure: FREMONT AVENUE Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 3.101, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 53 0439, Location: 07-LA-110-31.03-SPAS (Lat: 34.118333, Lng: -118.151667), Route carried "under" structure: State highway 110, Year Built: 1940, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 66,000 (year 1998), Truck Traffic: 2%, Features Intersected: METROLINK Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 3.103, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 53 044, Location: 07-LA-110-31.17-SPAS (Lat: 34.118333, Lng: -118.148333), Route carried "under" structure: State highway 110, Year Built: 1940, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 66,000 (year 1998), Truck Traffic: 2%, Features Intersected: ROUTE 110, Facility Carried by Structure: FAIR OAKS AVENUE Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 3.117, Lanes on structure: 7, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft) Discuss this city on our hugely popular California forum Back to: South Pasadena, CA, California, All US cities.
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