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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 17
Total length: 86 meters (282ft)
Total costs: $7,280,000
Total average daily traffic: 1,362,718
Total average daily truck traffic: 124,778
National Bridge Inventory (NBI) Registered Bridges for Montebello
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New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 12
  • 1970-1979: 0
  • 1980-1989: 4

Reconstructed bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

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Structure Number: 53 1693,  Location: 07-LA-060-R5.16-MTBL (Lat: 34.033067,  Lng: -118.137942),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 239,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 287,483 (year 2029),  Design Load: HS 20,  Features Intersected: FINDLAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.160,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  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: 19.2m (63.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1694,  Location: 07-LA-060-R5.89-MTBL (Lat: 34.033197,  Lng: -118.125058),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 239,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 287,483 (year 2029),  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: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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 11,  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-R5.6-MTBL (Lat: 34.033147,  Lng: -118.130044),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 239,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 287,483 (year 2029),  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: 92.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1709,  Location: 07-LA-060-R6.3-MTBL (Lat: 34.033272,  Lng: -118.117986),  Route carried "on" structure: State highway 60,  Year Built: 1967,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 230,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 287,483 (year 2029),  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: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 11,  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-R6.3-MTBL (Lat: 34.033578,  Lng: -118.118000),  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 2029),  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: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 191,  Location: 07-LA-060-R7.77-MTBL (Lat: 34.036667,  Lng: -118.088333),  Route carried "on" structure: City street L091,  Year Built: 1967,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 20,000 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,760 (year 2029),  Design Load: HS 20,  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: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C179,  Location: 1/4 MI N/O SANTA ANA FRWY (Lat: 33.984883,  Lng: -118.125622),  Route carried "on" structure: City street MR28,  Year Built: 1983,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 200 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 319 (year 2033),  Design Load: HS 20,  Features Intersected: GREENWOOD AVENUE,  Facility Carried by Structure: SYCAMORE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  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: 6,500 (year 1998),  Average Future Daily Traffic: 9,791 (year 2033),  Design Load: HS 20,  Features Intersected: BLUFF RD OH UPRR,  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 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C2045,  Location: 1/8 MI EAST OF BLUFF RD (Lat: 34.007744,  Lng: -118.098897),  Route carried "on" structure: City street ,  Year Built: 1921,  Year Reconstructed: 1927,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 24,090 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,908 (year 2028),  Design Load: HS 15,  Features Intersected: RIO HONDO,  Facility Carried by Structure: WHITTIER BOULEVARD
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: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.4 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: Febuary 11,  Critical Feature Inspection Date: June 11,  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: 34.033067,  Lng: -118.137942),  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: 34.033197,  Lng: -118.125058),  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-R5.6-MTBL (Lat: 34.033147,  Lng: -118.130044),  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-R6.3-MTBL (Lat: 34.033272,  Lng: -118.117986),  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: 0.50m (1.64ft),  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-R6.3-MTBL (Lat: 34.033578,  Lng: -118.118000),  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: 34.036667,  Lng: -118.088333),  Route carried "under" structure: State highway 60,  Year Built: 1967,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 245,000 (year 2010),  Truck Traffic: 10%,  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: 53C179,  Location: 1/4 MI N/O SANTA ANA FRWY (Lat: 33.984883,  Lng: -118.125622),  Route carried "under" structure: City street OL715,  Year Built: 1983,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 1,000 (year 1998),  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: 33.984661,  Lng: -118.125733),  Route carried "under" structure: City street L715,  Year Built: 1983,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 5,128 (year 1998),  Truck Traffic: 20%,  Features Intersected: GREENWOOD AVE UP,  Facility Carried by Structure: ATSF RR
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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