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Bridge Statistics for South Pasadena, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 18Number of bridges
  • 78m256ftTotal length
  • $7,519,000Total costs
  • 1,096,000Total average daily traffic
  • 21,400Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for South Pasadena
  • No street view available for this location

New bridges - Historical Statistics

  • 121930-1939
  • 61940-1949

Average Daily Traffic

Bridge Condition - Deck

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Structure Number: 53 0276,  Location: 07-LA-110-30.10-SPAS (Lat: 34.117586,  Lng: -118.168883),  Route carried "on" structure: State highway 110,  Year Built: 1939,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 130,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 120,248 (year 2034),  Design Load: HS 15,  Features Intersected: RAMP, STONEY,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: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: January 15,  Bridge Improvement Cost: $3,543,000,  Roadway Improvement Cost: $708,000,  Total Project Cost: $5,952,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 043,  Location: 07-LA-110-28.76-LA (Lat: 34.107881,  Lng: -118.186381),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 12,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,711 (year 2034),  Design Load: HS 15,  Features Intersected: STATE ROUTE 110,  Facility Carried by Structure: AVENUE 60
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: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: January 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 0432,  Location: 07-LA-110-30.27-SPAS (Lat: 34.118256,  Lng: -118.165828),  Route carried "on" structure: State highway 110,  Year Built: 1938,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 130,000 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 121,051 (year 2035),  Design Load: HS 15,  Features Intersected: EQUESTRIAN ACCESS
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 30.270,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 35.0m (114.8ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 35.0m (114.8ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0433,  Location: 07-LA-110-30.30-SPAS (Lat: 34.118619,  Lng: -118.165511),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 4,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,534 (year 2035),  Design Load: HS 15,  Features Intersected: STATE 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: Very good,  Substructure: Very good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0434,  Location: 07-LA-110-30.43-SPAS (Lat: 34.119031,  Lng: -118.163294),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 3,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,401 (year 2035),  Design Load: HS 15,  Features Intersected: STATE 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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 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: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0435,  Location: 07-LA-110-30.59-SPAS (Lat: 34.119350,  Lng: -118.160622),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 11,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,365 (year 2035),  Design Load: HS 15,  Features Intersected: STATE 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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 15,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $924,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0436,  Location: 07-LA-110-30.70-SPAS (Lat: 34.119178,  Lng: -118.158614),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,266 (year 2035),  Design Load: HS 15,  Features Intersected: STATE 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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 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: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0437,  Location: 07-LA-110-30.78-SPAS (Lat: 34.119189,  Lng: -118.157200),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,266 (year 2035),  Design Load: HS 15,  Features Intersected: STATE 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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0438,  Location: 07-LA-110-31.01-SPAS (Lat: 34.119225,  Lng: -118.153214),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 17,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,578 (year 2035),  Design Load: H 15,  Features Intersected: STATE 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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 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: Febuary 15,  Bridge Improvement Cost: $383,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $643,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0276,  Location: 07-LA-110-30.10-SPAS (Lat: 34.117586,  Lng: -118.168883),  Route carried "under" structure: Ramp State highway 110,  Year Built: 1939,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: RAMP, STONEY,ARROYO SECO
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 3.010,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 53 0433,  Location: 07-LA-110-30.30-SPAS (Lat: 34.118619,  Lng: -118.165511),  Route carried "under" structure: State highway 110,  Year Built: 1938,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 130,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 110,  Facility Carried by Structure: ARROYO DRIVE
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 3.030,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 53 0434,  Location: 07-LA-110-30.43-SPAS (Lat: 34.119031,  Lng: -118.163294),  Route carried "under" structure: State highway 110,  Year Built: 1938,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 130,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: STATE 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)

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Structure Number: 53 0435,  Location: 07-LA-110-30.59-SPAS (Lat: 34.119350,  Lng: -118.160622),  Route carried "under" structure: State highway 110,  Year Built: 1939,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 130,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: STATE 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)

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Structure Number: 53 0436,  Location: 07-LA-110-30.70-SPAS (Lat: 34.119178,  Lng: -118.158614),  Route carried "under" structure: State highway 110,  Year Built: 1939,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 130,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 110,  Facility Carried by Structure: PROSPECT AVE
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 3.070,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 53 0437,  Location: 07-LA-110-30.78-SPAS (Lat: 34.119189,  Lng: -118.157200),  Route carried "under" structure: State highway 110,  Year Built: 1940,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 66,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: STATE 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)

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Structure Number: 53 0438,  Location: 07-LA-110-31.01-SPAS (Lat: 34.119225,  Lng: -118.153214),  Route carried "under" structure: State highway 110,  Year Built: 1940,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 66,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: STATE 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)

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Structure Number: 53 0439,  Location: 07-LA-110-31.03-SPAS (Lat: 34.119261,  Lng: -118.152669),  Route carried "under" structure: State highway 110,  Year Built: 1940,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 66,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: STATE ROUTE 110,  Facility Carried by Structure: 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)

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Structure Number: 53 044,  Location: 07-LA-110-31.17-SPAS (Lat: 34.119311,  Lng: -118.150472),  Route carried "under" structure: State highway 110,  Year Built: 1940,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 66,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: STATE 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)

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