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

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Structure Number: 53 0279,  Location: 07-LA-005-.34-LMRD (Lat: 33.876667,  Lng: -118.013333),  Route carried "on" structure: Interstate 5,  Year Built: 1934,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 237,000 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 301,187 (year 2029),  Design Load: H 15,  Features Intersected: COYOTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.340,  Lanes on structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0149,  Location: 0.8 MI E VALLEY VIEW AVE (Lat: 33.876667,  Lng: -118.016667),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 3,700 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,606 (year 2029),  Design Load: HS 20,  Features Intersected: COYOTE CREEK,  Facility Carried by Structure: FIRESTONE BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C015,  Location: 0.9 MI E VALLEY VIEW AVE (Lat: 33.876667,  Lng: -118.016667),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 3,700 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,606 (year 2029),  Design Load: HS 20,  Features Intersected: COYOTE CREEK,  Facility Carried by Structure: FIRESTONE BLVD N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Excellent,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C041,  Location: 0.6 MI E VALLEY VIEW AVE (Lat: 33.873333,  Lng: -118.018333),  Route carried "on" structure: City street L090,  Year Built: 1967,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 18,239 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,716 (year 2029),  Design Load: HS 20,  Features Intersected: COYOTE CREEK,  Facility Carried by Structure: ARTESIA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  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: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 51.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0461,  Location: 0.5 MI E VALLEY VIEW AVE (Lat: 33.893333,  Lng: -118.020000),  Route carried "on" structure: City street MQ35,  Year Built: 1968,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,800 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,708 (year 2029),  Design Load: HS 20,  Features Intersected: LA MIRADA CHANNEL,  Facility Carried by Structure: STAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  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: 1.8m (5.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0637,  Location: 1 MI E VALLEY VIEW AVE (Lat: 33.900000,  Lng: -118.013333),  Route carried "on" structure: City street L079,  Year Built: 1955,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 29,300 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,030 (year 2029),  Design Load: HS 20,  Features Intersected: LA MIRADA CHAN,  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: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0666,  Location: 100FT W BEACH BLVD (Lat: 33.896667,  Lng: -117.986667),  Route carried "on" structure: City street L079,  Year Built: 1958,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 13,500 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,582 (year 2029),  Design Load: HS 20,  Features Intersected: COYOTE CREEK,  Facility Carried by Structure: ROSECRANS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0693,  Location: 0.3 MI N SANTA ANA FWY (Lat: 33.890000,  Lng: -118.028333),  Route carried "on" structure: City street L097,  Year Built: 1959,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 42,185 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 51,449 (year 2029),  Design Load: HS 20,  Features Intersected: LA MIRADA CREEK,  Facility Carried by Structure: VALLEY VIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C0776,  Location: 0.4 MI N IMP HWY (Lat: 33.921667,  Lng: -117.993333),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 17,200 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,481 (year 2029),  Design Load: HS 20,  Features Intersected: LA MIRADA CHAN,  Facility Carried by Structure: SANTA GERTRUDES A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: 53C1444,  Location: 0.8 MI N ROSECRANS AVE (Lat: 33.911667,  Lng: -118.011667),  Route carried "on" structure: City street Q765,  Year Built: 1964,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 30,600 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,667 (year 2029),  Design Load: HS 20,  Features Intersected: LA MIRADA CHANNEL,  Facility Carried by Structure: LA MIRADA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1491,  Location: 200' N FIRESTONE BLVD (Lat: 33.878333,  Lng: -118.015000),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Closed,  Structure Length: 2.83m (9.28ft),  Design Load: HS 20,  Features Intersected: COYOTE CREEK,  Facility Carried by Structure: TROJAN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1515,  Location: 0.1 MI N SANTA ANA FWY (Lat: 33.878333,  Lng: -118.010000),  Route carried "on" structure: City street M014,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 7,600 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,417 (year 2029),  Design Load: HS 20,  Features Intersected: COYOTE CREEK,  Facility Carried by Structure: KNOTT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.4m (83.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1696,  Location: 0.2 MI N IMPERIAL HWY (Lat: 33.918333,  Lng: -118.003333),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,000 (year 1998),  Average Future Daily Traffic: 4,459 (year 2029),  Design Load: HS 20,  Features Intersected: LA MIRADA CREEK BR,  Facility Carried by Structure: OCASO AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C18,  Location: 100' W STAGE ROAD (Lat: 33.888333,  Lng: -118.001667),  Route carried "on" structure: City street L086,  Year Built: 1984,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 27,500 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,777 (year 2029),  Design Load: HS 20,  Features Intersected: BNSF,  Facility Carried by Structure: ALONDRA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 25 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.0m (121.4ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1824,  Location: 0.1 MI W BEACH BLVD (Lat: 33.908333,  Lng: -117.978333),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 7,000 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,598 (year 2029),  Design Load: HS 20,  Features Intersected: COYOTE CREEK,  Facility Carried by Structure: HILLSBOROUGH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53C1888,  Location: 500' E VALLEY VIEW AVE (Lat: 33.910000,  Lng: -118.026667),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,400 (year 2002),  Average Future Daily Traffic: 4,197 (year 2029),  Design Load: HS 20,  Features Intersected: MILAN CREEK,  Facility Carried by Structure: FOSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C1889,  Location: 0.5 MI E VALLEY VIEW AVE (Lat: 33.918333,  Lng: -118.018333),  Route carried "on" structure: City street L100,  Year Built: 1987,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 23,800 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,274 (year 2029),  Design Load: HS 20,  Features Intersected: MILAN CREEK,  Facility Carried by Structure: IMPERIAL HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 56.0m (183.7ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: 53C189,  Location: 0.8 MI S IMPERIAL HWY (Lat: 33.913333,  Lng: -118.023333),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,000 (year 1998),  Average Future Daily Traffic: 1,467 (year 2029),  Design Load: HS 20,  Features Intersected: MILAN CREEK,  Facility Carried by Structure: BURGESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Channel: Excellent,  Culverts: Good,  Operating Rating: 53.5 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: 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 24 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C2098,  Location: 0.1 MI N/O TELEGRAPH ROAD (Lat: 33.916667,  Lng: -118.016667),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,500 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,874 (year 2029),  Features Intersected: MILAN CREEK,  Facility Carried by Structure: GOLDENDALE DRIVE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 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 24 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C2099,  Location: 0.4 mi s/o Leffingwell (Lat: 33.916667,  Lng: -118.016667),  Route carried "on" structure: City street L165,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 15,800 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,708 (year 2029),  Features Intersected: MILAN CREEK,  Facility Carried by Structure: TELEGRAPH ROAD
Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Inventory Rating: 90.7 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 24 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 53C0461,  Location: 0.5 MI E VALLEY VIEW AVE (Lat: 33.893333,  Lng: -118.020000),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 6,600 (year 1998),  Truck Traffic: 5%,  Features Intersected: LA MIRADA CHANNEL,  Facility Carried by Structure: STAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.6m (15.1ft)