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


  • National Bridge Inventory (NBI) Statistics
  • 61Number of bridges
  • 1,066ft / 325mTotal length
  • $115,190,000Total costs
  • 3,242,158Total average daily traffic
  • 229,343Total average daily truck traffic
  • 2,970,213Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Compton
  • No street view available for this location

New bridges in Compton, CA - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 61930-1939
  • 11940-1949
  • 111950-1959
  • 31960-1969
  • 151970-1979
  • 121980-1989
  • 71990-1999
  • 52000-2009
Reconstructed bridges in Compton, CA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11920-1929
  • 01930-1939
  • 01940-1949
  • 01950-1959
  • 11960-1969
Average Bridge Daily Traffic in Compton, CA
Average Bridge Truck Traffic in Compton, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 20.0%Very good
  • 25.0%Good
  • 12.5%Satisfactory
  • 20.0%Fair
  • 17.5%Poor
  • 2.5%Serious
  • 2.5%Critical
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 47.5%Very good
  • 27.5%Good
  • 7.5%Satisfactory
  • 17.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 45.0%Very good
  • 42.5%Good
  • 7.5%Satisfactory
  • 2.5%Fair
  • 2.5%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 66.7%Excellent
  • 16.7%Very good
  • 16.7%Good
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 14.3%Very good
  • 57.1%Good
  • 28.6%Satisfactory
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Structure Number: 53 0821,  Location: 07-LA-710-13.62-COM (Lat: 33.884489,  Lng: -118.190544),  Route carried "on" structure: Interstate 710,  Year Built: 1954,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 215,000 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 203,395 (year 2035),  Design Load: HS 20,  Features Intersected: ATLANTIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.362,  Lanes on structure: 12,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 7,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 539.0m (1,768.4ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 53.9m (176.8ft),  Out-to-Out Width: 58.4m (191.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 96.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0822,  Location: 07-LA-710-13.95-COM (Lat: 33.888858,  Lng: -118.189261),  Route carried "on" structure: County highway L086,  Year Built: 1958,  Status: Open,  Structure Length: 0.53m (1.74ft),  Average Daily Traffic: 26,600 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,940 (year 2034),  Design Load: HS 20,  Features Intersected: ROUTE 710,  Facility Carried by Structure: ALONDRA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 262.0m (859.6ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.4 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: 43.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 0822,  Location: 07-LA-710-13.95-COM (Lat: 33.888858,  Lng: -118.189261),  Route carried "under" structure: Interstate 710,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 221,000 (year 2009),  Truck Traffic: 14%,  Features Intersected: ROUTE 710,  Facility Carried by Structure: ALONDRA BLVD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 1.395,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 53 1865,  Location: 07-LA-091-R9.15-COM (Lat: 33.873367,  Lng: -118.235897),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 19,400 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,002 (year 2035),  Design Load: HS 20,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: WILMINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 257.0m (843.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.5m (126.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 1865,  Location: 07-LA-091-R9.15-COM (Lat: 33.873367,  Lng: -118.235897),  Route carried "under" structure: State highway 91,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 202,545 (year 2005),  Truck Traffic: 18%,  Features Intersected: STATE ROUTE 91,  Facility Carried by Structure: WILMINGTON AVE
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.915,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.5m (126.3ft)

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Structure Number: 53 2234,  Location: 07-LA-091-R9.97-COM (Lat: 33.873656,  Lng: -118.221983),  Route carried "on" structure: State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 208,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 207,782 (year 2035),  Design Load: HS 20,  Features Intersected: UP RR, MTA BLUE LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.997,  Lanes on structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 474.0m (1,555.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 47.4m (155.5ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.1 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: 43.4 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2015,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2235,  Location: 07-LA-091-R10.19-COM (Lat: 33.873325,  Lng: -118.218069),  Route carried "on" structure: State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 38.71m (127.00ft),  Average Daily Traffic: 208,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 207,782 (year 2035),  Design Load: HS 20,  Features Intersected: ALAMEDA, SANTA FE, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.019,  Lanes on structure: 10,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 437.0m (1,433.7ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 48.9m (160.4ft),  Curb-To-Curb Width: 43.7m (143.4ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 387.10m (1270.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $17,458,000,  Roadway Improvement Cost: $3,772,000,  Total Project Cost: $31,688,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2235,  Location: 07-LA-091-R10.19-COM (Lat: 33.873325,  Lng: -118.218069),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: ALAMEDA, SANTA FE, UP RR,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 7.71m (25.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: 53 2235,  Location: 07-LA-091-R10.19-COM (Lat: 33.873325,  Lng: -118.218069),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: ALAMEDA, SANTA FE, UP RR,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: 53 2236S,  Location: 07-LA-091-R10.26-COM (Lat: 33.872192,  Lng: -118.216939),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 23.87m (78.31ft),  Average Daily Traffic: 8,400 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,534 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ALAMEDA ST, COMPTON CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.026,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.9 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2236S,  Location: 07-LA-091-R10.26-COM (Lat: 33.872192,  Lng: -118.216939),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2005),  Truck Traffic: 2%,  Features Intersected: ALAMEDA ST, COMPTON CRK,  Facility Carried by Structure: ALAMEDA ST-E91 ON
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: 53 2237S,  Location: 07-LA-091-R10.28-COM (Lat: 33.873211,  Lng: -118.216986),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 6,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,810 (year 2035),  Design Load: HS 20,  Features Intersected: COMPTON CREEK, RR TRACKS
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.028,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.4 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: 24.3 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2238K,  Location: 07-LA-091-R10.39-COM (Lat: 33.874531,  Lng: -118.214906),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 18.68m (61.29ft),  Average Daily Traffic: 6,080 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,544 (year 2035),  Design Load: HS 20,  Features Intersected: ARTESIA BL, SANTA FE AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.039,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 61.5m (201.8ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2238K,  Location: 07-LA-091-R10.39-COM (Lat: 33.874531,  Lng: -118.214906),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2005),  Truck Traffic: 1%,  Features Intersected: ARTESIA BL, SANTA FE AV,  Facility Carried by Structure: W91-ARTESIA+SAN FE
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.5m (201.8ft)

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Structure Number: 53 2238K,  Location: 07-LA-091-R10.39-COM (Lat: 33.874531,  Lng: -118.214906),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,600 (year 2005),  Truck Traffic: 1%,  Features Intersected: ARTESIA BL, SANTA FE AV,  Facility Carried by Structure: W91-ARTESIA+SAN FE
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 61.5m (201.8ft)

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Structure Number: 53 2252,  Location: 07-LA-091-R10.81-COM (Lat: 33.873228,  Lng: -118.207400),  Route carried "on" structure: State highway 91,  Year Built: 1974,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 216,000 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 243,405 (year 2035),  Design Load: HS 20,  Features Intersected: SUSANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.081,  Lanes on structure: 14,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 582.0m (1,909.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 58.2m (190.9ft),  Out-to-Out Width: 59.7m (195.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 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: 4.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2252,  Location: 07-LA-091-R10.81-COM (Lat: 33.873228,  Lng: -118.207400),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,075 (year 2005),  Truck Traffic: 2%,  Features Intersected: SUSANA RD,  Facility Carried by Structure: STATE ROUTE 91
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 14,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 53 248,  Location: 07-LA-105-R8.94-LA (Lat: 33.927789,  Lng: -118.254631),  Route carried "on" structure: Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 244,242 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.894,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 395.0m (1,295.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 39.5m (129.6ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2483,  Location: 07-LA-105-R8.98-COM (Lat: 33.927975,  Lng: -118.253267),  Route carried "on" structure: Interstate 105,  Year Built: 1988,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 244,242 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: COMPTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.898,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 395.0m (1,295.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 39.5m (129.6ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2484,  Location: 07-LA-105-R9.21-COM (Lat: 33.928414,  Lng: -118.249469),  Route carried "on" structure: Interstate 105,  Year Built: 1987,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 244,242 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SUCCESS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.921,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 447.0m (1,466.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.3m (109.3ft),  Curb-To-Curb Width: 44.7m (146.7ft),  Out-to-Out Width: 58.9m (193.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2484,  Location: 07-LA-105-R9.21-COM (Lat: 33.928414,  Lng: -118.249469),  Route carried "under" structure: County highway Q726,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2006),  Truck Traffic: 1%,  Features Intersected: SUCCESS AVENUE,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.3m (109.3ft)

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Structure Number: 53 2485,  Location: 07-LA-105-R9.38-COM (Lat: 33.928478,  Lng: -118.246478),  Route carried "on" structure: Interstate 105,  Year Built: 1988,  Status: Open,  Structure Length: 0.40m (1.31ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 244,242 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: COMPTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.938,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 59.1m (193.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  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 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2485,  Location: 07-LA-105-R9.38-COM (Lat: 33.928478,  Lng: -118.246478),  Route carried "under" structure: County highway L152,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2006),  Truck Traffic: 1%,  Features Intersected: COMPTON AVENUE,  Facility Carried by Structure: ROUTE 105 & LRT
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 4.0m (13.1ft)

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Structure Number: 53 2487L,  Location: 07-LA-105-R9.78-COM (Lat: 33.928425,  Lng: -118.239492),  Route carried "on" structure: Interstate 105,  Year Built: 1989,  Status: Open,  Structure Length: 21.85m (71.69ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 244,242 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WILLOWBROOK AVE,LRT,UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.978,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 2.5m (8.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 2.5m (8.2ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2487L,  Location: 07-LA-105-R9.78-COM (Lat: 33.928425,  Lng: -118.239492),  Route carried "under" structure: County highway L650,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2006),  Truck Traffic: 1%,  Features Intersected: WILLOWBROOK AVE,LRT,UPRR,  Facility Carried by Structure: WB 105 & LRT
Minimum Vertical Clearance: 7.46m (24.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 53 2487R,  Location: 07-LA-105-R9.78-COM (Lat: 33.928097,  Lng: -118.239489),  Route carried "on" structure: Interstate 105,  Year Built: 1989,  Status: Open,  Structure Length: 21.85m (71.69ft),  Average Daily Traffic: 220,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 244,242 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WILMINGTON AVE,LRT,UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.978,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53 2487R,  Location: 07-LA-105-R9.78-COM (Lat: 33.928097,  Lng: -118.239489),  Route carried "under" structure: County highway L650,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: WILMINGTON AVE,LRT,UP RR,  Facility Carried by Structure: EB 105 & LRT
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 53C0077,  Location: 1.0MI N/O DEL AMO BLVD (Lat: 33.860081,  Lng: -118.215731),  Route carried "on" structure: County highway L049,  Year Built: 1950,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 18,631 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,358 (year 2037),  Design Load: HS 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: SANTA FE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  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: 28.8m (94.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0183,  Location: 0.1 MI EAST OF I-5 (Lat: 34.332803,  Lng: -118.506011),  Route carried "on" structure: City street ,  Year Built: 1911,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 5,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,244 (year 2034),  Design Load: H 15,  Features Intersected: METROLINK & UP RR, CREEK,  Facility Carried by Structure: SIERRA HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 3.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C0185,  Location: 0.5MI S/O ALONDRA BLVD (Lat: 33.883878,  Lng: -118.189428),  Route carried "on" structure: City street L062,  Year Built: 1937,  Status: Open,  Structure Length: 26.46m (86.81ft),  Average Daily Traffic: 21,730 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,076 (year 2037),  Design Load: HS 20,  Features Intersected: LOS ANGELES RIV,  Facility Carried by Structure: ATLANTIC AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 4.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $4,376,000,  Roadway Improvement Cost: $1,666,000,  Total Project Cost: $14,001,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0558,  Location: 0.8MI W/O WILMINGTON AVE (Lat: 33.916181,  Lng: -118.249769),  Route carried "on" structure: City street L080,  Year Built: 1948,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 23,426 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,111 (year 2037),  Design Load: HS 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: EL SEGUNDO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $586,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $984,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0595,  Location: 0.2MI W/O SANTA ANITA AVE (Lat: 34.161900,  Lng: -118.035853),  Route carried "on" structure: City street L514,  Year Built: 1953,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 4,896 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,386 (year 2037),  Design Load: HS 20,  Features Intersected: SIERRA MADRE WASH,  Facility Carried by Structure: SIERRA MADRE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0599,  Location: 0.1MI S/O ARTESIA BLVD (Lat: 33.872206,  Lng: -118.216572),  Route carried "on" structure: City street L047,  Year Built: 1937,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 10,710 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,317 (year 2037),  Design Load: HS 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: ALAMEDA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $1,917,000,  Roadway Improvement Cost: $914,000,  Total Project Cost: $7,680,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0907,  Location: 0.5MI S/O ROSECRANS AVE (Lat: 33.897186,  Lng: -118.237536),  Route carried "on" structure: City street L046,  Year Built: 1938,  Status: Posted for load,  Structure Length: 3.34m (10.96ft),  Average Daily Traffic: 29,520 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,420 (year 2038),  Design Load: H 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: WILMINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 20.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 6 months,  Inspection Date: September 2017,  Bridge Improvement Cost: $2,107,000,  Roadway Improvement Cost: $421,000,  Total Project Cost: $3,540,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C0908,  Location: 0.3MI W/O WILMINGTON AVE (Lat: 33.903206,  Lng: -118.241619),  Route carried "on" structure: City street L079,  Year Built: 1938,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 36,146 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,375 (year 2037),  Design Load: H 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.0m (3.3ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $1,561,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53C0925,  Location: 0.2MI E/O WILMINGTON AVE (Lat: 33.895814,  Lng: -118.236039),  Route carried "on" structure: City street L087,  Year Built: 1938,  Status: Posted for load,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 27,136 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,563 (year 2037),  Design Load: H 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: COMPTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 166.0m (544.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Critical,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 29.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $1,384,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $2,326,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C1481,  Location: 0.1MI W/O WILLOWBROOK AVE (Lat: 33.881025,  Lng: -118.224494),  Route carried "on" structure: City street Q815,  Year Built: 1963,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 8,446 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,713 (year 2037),  Design Load: HS 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: GREENLEAF BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 1.7m (5.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 32.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C157,  Location: 0.8MI S/O FOOTHILL BLVD (Lat: 34.122986,  Lng: -117.902439),  Route carried "on" structure: City street QP35,  Year Built: 1960,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 2,960 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,260 (year 2038),  Features Intersected: LITTLE DALTON WASH,  Facility Carried by Structure: PASADENA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.9m (45.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C1577,  Location: 0.3MI S/O ALONDRA BLVD (Lat: 33.886422,  Lng: -118.228022),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 11,330 (year 2012),  Average Future Daily Traffic: 13,030 (year 2037),  Design Load: HS 20,  Features Intersected: COMPTON CRK,  Facility Carried by Structure: OLEANDER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 6 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 or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C1578,  Location: 0.3MI N/O SR-91 FWY (Lat: 33.877839,  Lng: -118.214358),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,224 (year 2012),  Average Future Daily Traffic: 1,346 (year 2037),  Design Load: HS 20,  Features Intersected: COMPTON CRK E,  Facility Carried by Structure: COMPT. COLGE ACS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,147,000 ( Estimate for 2017)
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Structure Number: 53C1579,  Location: 200FT E/O SANTA FE AVE (Lat: 33.881197,  Lng: -118.214600),  Route carried "on" structure: City street Q815,  Year Built: 1953,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 8,446 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,713 (year 2037),  Design Load: HS 20,  Features Intersected: COMPTON CRK E,  Facility Carried by Structure: GREENLEAF BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2017
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Structure Number: 53C1712,  Location: AT WOODLEY AVE (Lat: 34.279047,  Lng: -118.485014),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 16,440 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,778 (year 2033),  Design Load: HS 20,  Features Intersected: BULL CREEK,  Facility Carried by Structure: RINALDI ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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 minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2016
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Structure Number: 53C1717,  Location: 0.2MI W/O ALAMEDA ST (Lat: 33.877656,  Lng: -118.221958),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 505 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 556 (year 2037),  Features Intersected: COMPTON CRK,  Facility Carried by Structure: TOWN CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 2.1m (6.9ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2017
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Structure Number: 53C1718,  Location: 0.1MI W/O ALAMEDA ST (Lat: 33.876111,  Lng: -118.220389),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 102 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 124 (year 2037),  Features Intersected: COMPTON CRK,  Facility Carried by Structure: AUTO DR S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2017
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Structure Number: 53C1719,  Location: 0.1MI S/O ALONDRA BLVD (Lat: 33.887022,  Lng: -118.215753),  Route carried "on" structure: City street L049,  Year Built: 1953,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 28,302 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,962 (year 2037),  Features Intersected: COMPTON CRK E,  Facility Carried by Structure: SANTA FE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  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 minimum 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: April 2017
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Structure Number: 53C1743,  Location: 0.3MI W/O ALAMEDA ST (Lat: 33.873664,  Lng: -118.222008),  Route carried "on" structure: City street L090,  Year Built: 1974,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 25,440 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,528 (year 2037),  Design Load: HS 20,  Features Intersected: UPRR / MTA,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.8m (5.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $1,260,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $2,118,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53C1744,  Location: 0.3MI W/O SANTA FE AVE (Lat: 33.874058,  Lng: -118.218664),  Route carried "on" structure: City street L090,  Year Built: 1956,  Status: Open,  Structure Length: 21.98m (72.11ft),  Average Daily Traffic: 25,440 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,528 (year 2037),  Design Load: H 20,  Features Intersected: UPRR,COMPTON CR,ALAMEDA,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 317.0m (1,040.0ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 25.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: May 2017,  Bridge Improvement Cost: $17,087,000,  Roadway Improvement Cost: $3,417,000,  Total Project Cost: $28,706,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place
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