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


  • National Bridge Inventory (NBI) Statistics
  • 44Number of bridges
  • 305ft / 93mTotal length
  • $9,458,000Total costs
  • 3,683,734Total average daily traffic
  • 63,020Total average daily truck traffic
  • 3,941,138Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for El Monte
  • No street view available for this location

New bridges in El Monte, CA - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 11940-1949
  • 371950-1959
  • 31970-1979
  • 11980-1989
Reconstructed bridges in El Monte, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 11950-1959
  • 51960-1969
  • 01970-1979
  • 01980-1989
  • 101990-1999
Average Bridge Daily Traffic in El Monte, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 20.7%Very good
  • 55.2%Good
  • 6.9%Satisfactory
  • 10.3%Fair
  • 6.9%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 44.8%Very good
  • 37.9%Good
  • 3.4%Satisfactory
  • 13.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 55.2%Very good
  • 37.9%Good
  • 6.9%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 43.8%Excellent
  • 43.8%Very good
  • 6.3%Good
  • 6.3%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Very good
  • 50.0%Good
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Structure Number: 53 0235,  Location: 07-LA-164-4.91-EMTE (Lat: 34.063831,  Lng: -118.066061),  Route carried "on" structure: State highway 164,  Year Built: 1937,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 44,100 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 56,387 (year 2037),  Design Load: H 15,  Features Intersected: RIO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.491,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 247.0m (810.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53 065,  Location: 07-LA-010-24.32-ALH (Lat: 34.071347,  Lng: -118.117264),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 6,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,274 (year 2033),  Design Load: HS 20,  Features Intersected: RTE 10, SCRRA, BNSF, HOV,  Facility Carried by Structure: ALMANSOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.8m (84.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 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,  Length Of Structure Improvement: 81.20m (266.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Critical Feature Inspection Date: November 2016,  Bridge Improvement Cost: $1,056,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $1,774,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0656C,  Location: 07-LA-010S-27.84-EMTE (Lat: 34.072514,  Lng: -118.055608),  Route carried "on" structure: Alternate Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 618 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: EATON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 99.8 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0656L,  Location: 07-LA-010-27.85-EMTE (Lat: 34.072547,  Lng: -118.055733),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 105,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 144,021 (year 2035),  Design Load: HS 20,  Features Intersected: EATON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.785,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 358.0m (1,174.5ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 6.8 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0656R,  Location: 07-LA-010-27.85-EMTE (Lat: 34.072167,  Lng: -118.055725),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 105,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 144,021 (year 2035),  Design Load: HS 20,  Features Intersected: EATON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.785,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 289.0m (948.2ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.2 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0657,  Location: 07-LA-010-28.18-EMTE (Lat: 34.071394,  Lng: -118.050686),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 227,000 (year 2009),  Average Future Daily Traffic: 267,784 (year 2035),  Design Load: HS 20,  Features Intersected: RIO HONDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.818,  Lanes on structure: 13,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 558.0m (1,830.7ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 55.8m (183.1ft),  Out-to-Out Width: 57.2m (187.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0658,  Location: 07-LA-010-28.67-EMTE (Lat: 34.068594,  Lng: -118.042375),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 227,000 (year 2009),  Average Future Daily Traffic: 267,784 (year 2035),  Design Load: HS 20,  Features Intersected: SANTA ANITA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.867,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 495.0m (1,624.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.5m (8.2ft),  Curb-To-Curb Width: 49.5m (162.4ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0658,  Location: 07-LA-010-28.67-EMTE (Lat: 34.068594,  Lng: -118.042375),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 39,900 (year 2011),  Truck Traffic: 2%,  Features Intersected: SANTA ANITA AVE,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 2.5m (8.2ft)

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Structure Number: 53 0659,  Location: 07-LA-010-29.03-EMTE (Lat: 34.067842,  Lng: -118.036158),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.18m (10.43ft),  Average Daily Traffic: 219,000 (year 2009),  Average Future Daily Traffic: 267,784 (year 2035),  Design Load: HS 20,  Features Intersected: TYLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.903,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 575.0m (1,886.5ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 57.5m (188.6ft),  Out-to-Out Width: 59.3m (194.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 066,  Location: 07-LA-010-29.55-EMTE (Lat: 34.067800,  Lng: -118.026858),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 30,600 (year 2011),  Truck Traffic: 2%,  Features Intersected: VALLEY BOULEVARD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 15,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 53 0661,  Location: 07-LA-010-29.43-EMTE (Lat: 34.067742,  Lng: -118.029433),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 219,000 (year 2009),  Average Future Daily Traffic: 267,784 (year 2035),  Design Load: HS 20,  Features Intersected: PECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.943,  Lanes on structure: 15,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 597.0m (1,958.7ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 59.7m (195.9ft),  Out-to-Out Width: 61.3m (201.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 4.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0661,  Location: 07-LA-010-29.43-EMTE (Lat: 34.067742,  Lng: -118.029433),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 2011),  Truck Traffic: 2%,  Features Intersected: PECK ROAD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 15,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 53 0662,  Location: 07-LA-010-30.13-EMTE (Lat: 34.065847,  Lng: -118.017606),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 213,000 (year 2009),  Average Future Daily Traffic: 271,418 (year 2035),  Design Load: HS 20,  Features Intersected: COGSWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.013,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 522.0m (1,712.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 52.2m (171.3ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0662,  Location: 07-LA-010-30.13-EMTE (Lat: 34.065847,  Lng: -118.017606),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,600 (year 2011),  Truck Traffic: 2%,  Features Intersected: COGSWELL RD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 53 0867,  Location: 07-LA-010-29.81-EMTE (Lat: 34.067661,  Lng: -118.022161),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 213,000 (year 2009),  Average Future Daily Traffic: 271,418 (year 2035),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.981,  Lanes on structure: 12,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 529.0m (1,735.6ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 52.9m (173.6ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0883,  Location: 07-LA-010-28.84-EMTE (Lat: 34.068125,  Lng: -118.039514),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 219,000 (year 2009),  Average Future Daily Traffic: 267,784 (year 2035),  Design Load: HS 20,  Features Intersected: LEXINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.884,  Lanes on structure: 14,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 659.0m (2,162.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 65.9m (216.2ft),  Out-to-Out Width: 67.7m (222.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 6.8 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 0883,  Location: 07-LA-010-28.84-EMTE (Lat: 34.068125,  Lng: -118.039514),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,740 (year 2011),  Truck Traffic: 5%,  Features Intersected: LEXINGTON AVE,  Facility Carried by Structure: I 10
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 14,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 53 1021C,  Location: 07-LA-010S-27.96-EMTE (Lat: 34.072511,  Lng: -118.053608),  Route carried "on" structure: Alternate Interstate 10,  Year Built: 1956,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 629 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BALDWIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.796,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 95.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 74.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.10m (42.98ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2015,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $119,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1021C,  Location: 07-LA-010S-27.96-EMTE (Lat: 34.072511,  Lng: -118.053608),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2011),  Truck Traffic: 2%,  Features Intersected: BALDWIN AVE,  Facility Carried by Structure: W10 BUSWAY
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 53 1021L,  Location: 07-LA-010-27.96-EMTE (Lat: 34.072547,  Lng: -118.053742),  Route carried "on" structure: Interstate 10,  Year Built: 1958,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 105,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 144,021 (year 2035),  Design Load: HS 20,  Features Intersected: BALDWIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.796,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 342.0m (1,122.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 3.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.70m (81.04ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2015,  Bridge Improvement Cost: $867,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $1,456,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1021L,  Location: 07-LA-010-27.96-EMTE (Lat: 34.072547,  Lng: -118.053742),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2011),  Truck Traffic: 2%,  Features Intersected: BALDWIN AVE,  Facility Carried by Structure: INTERSTATE 10 WB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 53 1021R,  Location: 07-LA-010-27.96-EMTE (Lat: 34.072139,  Lng: -118.053747),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 105,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 144,021 (year 2035),  Design Load: HS 20,  Features Intersected: BALDWIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.796,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 322.0m (1,056.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 3.3m (10.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.5 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: Equal to present desirable 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: Febuary 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1021R,  Location: 07-LA-010-27.96-EMTE (Lat: 34.072139,  Lng: -118.053747),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 16,300 (year 2011),  Truck Traffic: 2%,  Features Intersected: BALDWIN AVE,  Facility Carried by Structure: INTERSTATE 10 EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 53 1022L,  Location: 07-LA-010S-28.01-EMTE (Lat: 34.072500,  Lng: -118.052456),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 113,500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 133,892 (year 2035),  Design Load: HS 20,  Features Intersected: METROLINK, SCRTD BUSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.801,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 318.0m (1,043.3ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 170.4m (559.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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 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 48 months,  Inspection Date: June 2015
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Structure Number: 53 1022L,  Location: 07-LA-010S-28.01-EMTE (Lat: 34.072500,  Lng: -118.052456),  Route carried "under" structure: Alternate Interstate 10,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 108,950 (year 2011),  Truck Traffic: 6%,  Features Intersected: METROLINK, SCRTD BUSWAY
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 2.804,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.8m (35.4ft)

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Structure Number: 53 1029,  Location: 07-LA-010-29.34-EMTE (Lat: 34.067703,  Lng: -118.030769),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.17m (0.56ft),  Average Daily Traffic: 219,000 (year 2009),  Average Future Daily Traffic: 267,784 (year 2035),  Design Load: HS 20,  Features Intersected: MEEKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.934,  Lanes on structure: 15,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 627.0m (2,057.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 62.7m (205.7ft),  Out-to-Out Width: 64.3m (211.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1029,  Location: 07-LA-010-29.34-EMTE (Lat: 34.067703,  Lng: -118.030769),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,700 (year 2011),  Truck Traffic: 5%,  Features Intersected: MEEKER RD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 15,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 53 103,  Location: 07-LA-010-29.90-EMTE (Lat: 34.067300,  Lng: -118.020892),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 234,700 (year 2011),  Truck Traffic: 6%,  Features Intersected: STEWART ST-E10 ON-RAMP
Minimum Vertical Clearance: 0.44m (1.44ft),  Kilometerpoint: 0.299,  Lanes on structure: 12,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 53 1031,  Location: 07-LA-010-30.51-EMTE (Lat: 34.064244,  Lng: -118.011408),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 213,000 (year 2009),  Average Future Daily Traffic: 271,418 (year 2035),  Design Load: HS 20,  Features Intersected: DURFEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.051,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 516.0m (1,692.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 51.6m (169.3ft),  Out-to-Out Width: 53.3m (174.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 7.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1031,  Location: 07-LA-010-30.51-EMTE (Lat: 34.064244,  Lng: -118.011408),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: DURFEE RD,  Facility Carried by Structure: INTERSTATE 10
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 53 1032,  Location: 07-LA-010-30.58-EMTE (Lat: 34.064025,  Lng: -118.010383),  Route carried "on" structure: Interstate 10,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 213,000 (year 2009),  Average Future Daily Traffic: 271,418 (year 2035),  Design Load: HS 20,  Features Intersected: W10-GARVEY AVE OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 53.5m (175.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 1032,  Location: 07-LA-010-30.58-EMTE (Lat: 34.064025,  Lng: -118.010383),  Route carried "under" structure: Ramp Interstate 10,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2011),  Truck Traffic: 2%,  Features Intersected: W10-GARVEY AVE OFF-RAMP
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.058,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 53 2634,  Location: 07-LA-118-R6.38-LA (Lat: 34.277986,  Lng: -118.527044),  Route carried "on" structure: State highway 118,  Year Built: 1980,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 210,000 (year 2009),  Average Future Daily Traffic: 233,777 (year 2035),  Design Load: HS 20,  Features Intersected: ALISO CREEK CULVERT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.638,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 475.0m (1,558.4ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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,  Inspection Date: Febuary 2018
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Structure Number: 53 2636,  Location: 07-LA-010S-28.32-EMTE (Lat: 34.072556,  Lng: -118.047331),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 200 (year 2011),  Average Future Daily Traffic: 300 (year 2035),  Design Load: HS 20,  Features Intersected: LAFC ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.832,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 16 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53 2637,  Location: 07-LA-010S-28.33-EMTE (Lat: 34.072519,  Lng: -118.047350),  Route carried "on" structure: Interstate 10,  Year Built: 1972,  Status: Open,  Structure Length: 11.08m (36.35ft),  Average Daily Traffic: 500 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 618 (year 2035),  Design Load: HS 20,  Features Intersected: RIO HONDO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.833,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 136.0m (446.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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,  Waterway Adequacy: Equal 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,  Inspection Date: June 2017,  Critical Feature Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 53C0126,  Location: 0.2MI W/O BALDWIN AVE (Lat: 34.074222,  Lng: -118.055764),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 14,218 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,626 (year 2037),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: LOFTUS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 2.2m (7.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C034,  Location: 0.5MI SE/O SAN ANTONIO DR (Lat: 33.905769,  Lng: -118.069144),  Route carried "on" structure: City street L164,  Year Built: 1934,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 26,842 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,211 (year 2037),  Design Load: HS 20,  Features Intersected: SILVERBOW STORM DRN,  Facility Carried by Structure: FIRESTONE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 193.0m (633.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017
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Structure Number: 53C0347,  Location: 1.0MI E/O ROSEMEAD BLVD (Lat: 34.080186,  Lng: -118.055839),  Route carried "on" structure: City street L353,  Year Built: 1956,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 26,536 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,843 (year 2036),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: VALLEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 235.0m (771.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.80m (81.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C0348,  Location: 300FT W/O SANTA ANITA AVE (Lat: 34.076239,  Lng: -118.042847),  Route carried "on" structure: City street L353,  Year Built: 1956,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 21,186 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,423 (year 2036),  Design Load: HS 20,  Features Intersected: RIO HONDO,  Facility Carried by Structure: VALLEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C0434,  Location: 0.4MI W/O SANTA ANITA AVE (Lat: 34.092711,  Lng: -118.033392),  Route carried "on" structure: City street L515,  Year Built: 1959,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 30,816 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,979 (year 2036),  Design Load: HS 20,  Features Intersected: ARCADIA WASH,  Facility Carried by Structure: LOWER AZUSA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.6m (5.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 1.6m (5.2ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 4.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $217,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $365,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C0435,  Location: 1.0MI W/O PECK RD (Lat: 34.092533,  Lng: -118.031539),  Route carried "on" structure: City street L515,  Year Built: 1959,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 30,816 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,979 (year 2036),  Design Load: HS 20,  Features Intersected: RIO HONDO,  Facility Carried by Structure: LOWER AZUSA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C0648,  Location: 0.8MI W/O PECK RD (Lat: 34.095042,  Lng: -118.027597),  Route carried "on" structure: City street L366,  Year Built: 1959,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 32,849 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,419 (year 2036),  Design Load: HS 20,  Features Intersected: RIO HONDO,  Facility Carried by Structure: SANTA ANITA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.20m (210.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $1,051,000,  Roadway Improvement Cost: $494,000,  Total Project Cost: $4,153,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53C141,  Location: 3.0MI E/O SAN GAB CYN RD (Lat: 34.231586,  Lng: -117.792350),  Route carried "on" structure: County highway W480,  Year Built: 1942,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,000 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,200 (year 2037),  Design Load: HS 20,  Features Intersected: HORSE CYN CRK,  Facility Carried by Structure: E FRK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C1419,  Location: 1.0MI E/O ROSEMEAD BLVD (Lat: 34.085272,  Lng: -118.056625),  Route carried "on" structure: City street L524,  Year Built: 1956,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 13,481 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,503 (year 2036),  Design Load: HS 20,  Features Intersected: EATON WASH,  Facility Carried by Structure: TEMPLE CITY BLVD
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 3.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.80m (81.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $341,000,  Roadway Improvement Cost: $189,000,  Total Project Cost: $1,591,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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