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


  • National Bridge Inventory (NBI) Statistics
  • 18Number of bridges
  • 92m302ftTotal length
  • $7,280,000Total costs
  • 1,465,110Total average daily traffic
  • 45,360Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Montebello
  • No street view available for this location

New bridges - Historical Statistics

  • 11920-1929
  • 11950-1959
  • 111960-1969
  • 31980-1989
  • 22010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 53 1694,  Location: 07-LA-060-R5.89-MTBL (Lat: 34.033022,  Lng: -118.125322),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 231,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 239,337 (year 2035),  Design Load: HS 20,  Features Intersected: WILCOX AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.890,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 40.4m (132.5ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 29.8 metric tons,  Inventory Rating: 23.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1695,  Location: 07-LA-060-R5.60-MTBL (Lat: 34.032972,  Lng: -118.130350),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 231,000 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 239,337 (year 2035),  Design Load: HS 20,  Features Intersected: GARFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.600,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 40.4m (132.5ft),  Out-to-Out Width: 41.6m (136.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Inventory Rating: 36.9 metric tons,  Structural Evaluation: Better than present minimum 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 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1700S,  Location: 07-LA-170-R17.13-LA (Lat: 34.185453,  Lng: -118.400136),  Route carried "on" structure: Ramp State highway 170,  Year Built: 1966,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 1,500 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,215 (year 2036),  Design Load: HS 20,  Features Intersected: N170-VICTORY BL OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.130,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.7 metric tons,  Inventory Rating: 25.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1709,  Location: 07-LA-060-R6.30-MTBL (Lat: 34.033097,  Lng: -118.118217),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 221,000 (year 2009),  Average Future Daily Traffic: 230,123 (year 2035),  Design Load: HS 20,  Features Intersected: MARKLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.300,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 40.4m (132.5ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Inventory Rating: 30.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1709K,  Location: 07-LA-060-R6.30-MTBL (Lat: 34.033547,  Lng: -118.118219),  Route carried "on" structure: Bypass State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 15,650 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,608 (year 2035),  Design Load: HS 20,  Features Intersected: MARKLAND DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.300,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 33.7 metric tons,  Inventory Rating: 25.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 3072,  Location: 07-LA-134-2.82-BRB (Lat: 34.153236,  Lng: -118.327619),  Route carried "on" structure: State highway 134,  Year Built: 1959,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 189,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 278,235 (year 2033),  Features Intersected: BUENA VISTA PARK CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.820,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 24 months,  Inspection Date: December 13
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Structure Number: 53 3076,  Location: 07-LA-060-7.80-MTBL (Lat: 34.036311,  Lng: -118.093281),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 7,000 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2035),  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: PARAMOUNT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C1918,  Location: 0.3 MILES S WHITTIER BLVD (Lat: 34.005081,  Lng: -118.102728),  Route carried "on" structure: City street MR20,  Year Built: 1989,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 6,695 (year 2012),  Average Future Daily Traffic: 7,699 (year 2032),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: BLUFF ROAD
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: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.7 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C2045,  Location: 0.1MI E/O BLUFF RD (Lat: 34.007714,  Lng: -118.098889),  Route carried "on" structure: City street ,  Year Built: 1921,  Year Reconstructed: 1927,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 24,813 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,775 (year 2032),  Design Load: HS 15,  Features Intersected: RIO HONDO,  Facility Carried by Structure: WHITTIER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.550,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 31.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 15.41m (50.56ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 15,  Critical Feature Inspection Date: June 13,  Bridge Improvement Cost: $4,853,000,  Roadway Improvement Cost: $485,000,  Total Project Cost: $7,280,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 1693,  Location: 07-LA-060-R5.16-MTBL (Lat: 34.032869,  Lng: -118.138161),  Route carried "under" structure: City street Q635,  Year Built: 1967,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 4,900 (year 2009),  Truck Traffic: 2%,  Features Intersected: FINDLAY AVE,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 53 1694,  Location: 07-LA-060-R5.89-MTBL (Lat: 34.033022,  Lng: -118.125322),  Route carried "under" structure: City street Q640,  Year Built: 1967,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 19,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: WILCOX AVENUE,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 53 1695,  Location: 07-LA-060-R5.60-MTBL (Lat: 34.032972,  Lng: -118.130350),  Route carried "under" structure: City street L064,  Year Built: 1967,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 26,250 (year 2009),  Truck Traffic: 2%,  Features Intersected: GARFIELD AVE,  Facility Carried by Structure: ROUTE 60
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 53 1709,  Location: 07-LA-060-R6.30-MTBL (Lat: 34.033097,  Lng: -118.118217),  Route carried "under" structure: City street Q642,  Year Built: 1967,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 24,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: MARKLAND DRIVE,  Facility Carried by Structure: STATE ROUTE 60
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 53 1709K,  Location: 07-LA-060-R6.30-MTBL (Lat: 34.033547,  Lng: -118.118219),  Route carried "under" structure: City street Q642,  Year Built: 1967,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 24,000 (year 2009),  Truck Traffic: 2%,  Features Intersected: MARKLAND DR,  Facility Carried by Structure: W60-POTRERO GRANDE
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 53 191,  Location: 07-LA-060-R7.77-MTBL (Lat: 34.036339,  Lng: -118.093292),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 221,000 (year 2009),  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: PARAMOUNT BLVD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.777,  Lanes on structure: 6,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 53 3076,  Location: 07-LA-060-7.80-MTBL (Lat: 34.036311,  Lng: -118.093281),  Route carried "under" structure: State highway 60,  Year Built: 2012,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 212,000 (year 2009),  Features Intersected: STATE ROUTE 60,  Facility Carried by Structure: PARAMOUNT BLVD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.780,  Lanes on structure: 6,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 53C179,  Location: 1/4 MI N/O SANTA ANA FRWY (Lat: 33.984908,  Lng: -118.125689),  Route carried "under" structure: City street OL715,  Year Built: 1983,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 1,020 (year 2012),  Truck Traffic: 20%,  Features Intersected: GREENWOOD AVENUE,  Facility Carried by Structure: SYCAMORE ST
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 53C1791,  Location: 1/4 MI N SANTA ANA FRWY (Lat: 33.984700,  Lng: -118.125853),  Route carried "under" structure: City street L715,  Year Built: 1983,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 5,282 (year 2012),  Truck Traffic: 20%,  Features Intersected: GREENWOOD AVE,  Facility Carried by Structure: BNSF RY
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 13.4m (44.0ft)

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